Failure Load Prediction by Damage Zone
涂层钢结构腐蚀与耐久性评价中的微区电化学实验研究
第33卷第1期2021年3月宁波工程学院学报JOURNAL OF NINGBO UNIVERSITY OF TECHNOLOGYVol.33No.lMar.2021DOI:10.3969几i ssn.1008-7109.2021.01.003涂层/钢结构腐蚀与耐久性评价中的微区电化学实验研究高燕1,任思明2,刘成宝2,吴欣航彳(1.宁波工程学院建筑与交通工程学院,浙江宁波315211;2.中国科学院宁波材料技术与工程研究所,浙江宁波315201;3.浙江科鑫重工有限公司,浙江舟山316000)摘要:依托宁波市混凝土结构耐久性重点实验室,对涂层/钢结构体系在海洋环境下的腐蚀防护机理、腐蚀检测,以及微区电化学技术在钢结构耐久性实验中的研究进展进行了介绍。
利用不同的微区电化学技术检测防腐涂层/钢结构体系的局部腐蚀行为,从微观尺度揭示涂层/金属界面腐蚀的动力学衍变过程和损伤-失效机理,实现防腐涂层涂覆金属在局部损伤区域的寿命预测和早期老化预警,为海洋钢结构服役的可靠性评估及全寿命分析提供科学依据。
关键词:结构耐久性实验室;腐蚀;微区电化学技术应用;防腐涂层中图分类号:U444文献标识码:A文章编号:1008-7109(2021)01-0013-08 Application of Micro Zone Electrochemical Technology in Corrosion and Assessment on the Coating Steel StructuralGAO Yan1*,REN Siming2,LIU Chengbao2,WU Xinhang3(1.School of Civil and Transportation Engineering,Ningbo University of Technology,Ningbo315016,China;2.Ningbo Institute of Materials Technology&Engineering,Chinese Academy of Sciences, Ningbo315201,China;3.Zhejiang Kexin Heavy Industry Co.,Ltd,Zhoushan316000,China)Abstracts:Relying on the Ningbo key laboratory for concrete structure durability,this paper intro duces the corrosion and protection mechanisms and the corrosion detection of coating/steel system in the marine environment,as well as the research progress of micro zone electrochemical technology for the durability of marine steel ing difierent micro-area electrochemical techniques to detect the local corrosion behavior of coating/steel system,the research reveals the kinetic evolution ary process and damage-failure mechanisms of coating/metal interface at the micro scale,and real izes the life prediction and early warning of aging for the anti-corrosion coating in the local damage area,thus providing scientific basis for reliability assessment and life analysis of marine steel struc ture in the practical application.Keywords:structural durability laboratory,corrosion,application of micro zone electrochemical tech nology,anti-corrosion coating收稿日期:2020-10-07修回日期:2021-01-10通信作者:高燕(1980—),女,宁夏银川人,工程师,主要从事混凝土腐蚀与防护方面研究,E-mail:gaoyanntu@14宁波工程学院学报2021年第1期0引言随着海洋经济的快速发展,我国海洋区域经济格局不断完善,海上油气资源、风能资源以及海洋空间的开发力度不断加大,海洋工程结构的建设方兴未艾。
石油英语词汇(E)
石油英语词汇(E1)--------------------------------------------------------------------------------E & ST 适用性试验E by N 东偏北E by S 东偏南E long 东经e 弹性e 当量E 地;接地;地线e 电子E 东E 恩氏度E 工程E 空E 能e 偏心度E 气体膨胀系数e 误差e 效率E 早第三纪;下第三系e 自然对数的底E&P 勘探及生产E-field ratio telluric method 大地电流场比法E-H tee 超高频T形接头E-layer E电离层E-log 电测井E-mail 电子信箱E-phase method 电场相位法E-Z tree 简易树e.a. 弹性轴E.B.B. 最高质量e.c. 漆包线e.c.d.r. 外部临界阻尼电阻e.r 在途中e.r. 蒸发率e.s. 接地开关E.S. 静电的e.s. 静电学e.s.c.g.s 厘米-克-秒静电制单位E.S.D 超硬铝E.S.H.P 总有效马力E.U. 能量单位E.U. 熵单位Ea 地;接地;地线ea 每EAC 接触放电加工EAC 循环进位EAD 放电涂覆处理EAE 扩展的运算单元EAEG 欧洲地球物理勘探工作者协会EAG 电磁波传播衰减增益eagle 鹰;鹰金元eaglestone 鹰石EAM 电子记帐机EAPG 欧洲石油地学家和工程师协会EAPG 欧洲石油地质学家协会ear muffs 护耳套;耳机上防噪橡皮护圈ear plugs 耳塞ear protectors 护耳器ear sensitivity 听觉灵敏度ear 耳;耳柄;耳状物;吊环earing 出耳子;形成花边Earlachitina 厄尔几丁虫属Earlougher type curve 埃洛弗尔解释图版early breakthrough 早期突破early detection 早期检测early development 早期开发early diagenesis 早期成岩作用early event time 事件最早时间early failure 过早损坏;早期失效early field life 油田开发初期early finish date 最早结束时刻early pressure information 测压早期资料early pressure maintenance scheme 早期保持压力方案early production period 开采初期early production system 早期开采系统early sand control 早期防砂early setting cement 快凝水泥early simulation 早期模拟early stage 早期early start 最早开始early strength concrete 早强混凝土early strength 初期强度early time data 早期数据early time treatment 早期处理early transient regime 早期不稳定阶段early warning rada 预警雷达early warning 早期报警early water breakthrough 早期见水early 早先的early-stage waterflooding 早期注水early-time portion 早期段earmark 记号;打上记号earn 挣得earnest money 定金earnest 热心;真实;认真的;真挚的earning block 获利区块earning per share 每股收益earning performance 盈利状况earning power 收益能力;赚钱能力earning rate 收益率earning well 收益井earning 赚;所得earnings statement 收益表EAROM 电改写只读存储器earphone unit 头带受话机earphone 耳机earpiece 耳机earshot 听力范围earth acceleration 重力加速度earth albedo 地球反照率earth alkali metal 碱土金属earth anchor 地锚earth anchorage 地锚固定earth attraction 地球引力earth auger 土螺旋钻earth axis 地轴earth bar 接地棒earth bearing strength 地耐力earth bus 接地母线earth cable 接地电缆earth capacitance 对地电容earth circuit 接地电路earth clamp 接地夹earth coal 土褐煤earth color 矿物颜料earth conductivity 大地电导率earth connection 接地earth contraction 地球收缩earth coordinates 大地坐标系earth core 地核earth coupling 大地耦合earth crust 地壳earth current 大地电流earth curvature 地球曲率earth curve 地壳弯曲earth ditch 土沟earth dynamics 地球动力学earth electric field 地电场earth electricity 地电earth electrode 接地电极earth ellipsoid 地球椭圆体earth embankment lay pipe 土堤敷设管线earth embankment 土堤earth evolution model 地球演化模式earth excavation 挖土方earth exploration satellite 地球勘测卫星earth fall 土塌earth fault 接地故障earth fill 填土方earth filling 填土处理earth flow 泥流earth grabbing bucket 抓斗earth gravitational model 地球重力模型earth gravity field 地球重力场earth history 地史学earth holography 大地全息摄影术earth inductor 地磁感应器earth interior 地球内部earth lead 接地导线earth leakage 接地漏电earth magnetic effect 地磁场影响earth magnetic field 地磁场earth magnetism 地磁earth mantle 地幔earth medium 大地介质earth movement 地壳运动earth nucleus 地核Earth observation satellite 地球观测卫星earth orbital imagery 地球轨道成象earth orbital operation 绕地球轨道运行earth pad 土基earth pillar 土柱earth pitch 软沥青earth plate 接地板earth potential 地电位earth pressure 土压earth pulsation 地壳脉动earth radiation 大地辐射earth rammer 夯土机earth resistance 接地电阻;土抗力earth resources information 地球资源信息earth resources observation system 地球资源观测系统earth resources technology satellite 地球资源技术卫星earth resources terrestrial satellite 地球资源卫星earth resources test satellite 地球资源试验卫星earth resources 地球资源earth respone function 地响应函数earth return circuit 接地回线earth return 接地回线earth revolution 地球公转earth rotation 地球自转earth satellite vehicle 地球卫星运载火箭earth satellite 地球卫星earth science 地学earth screw 取土样的麻花钻earth shaking 极其重大的earth shell 地壳earth shield 接地屏蔽earth shock 地震earth silicon 硅石earth slide 滑坡earth station 地面站earth storage 土油池earth strain 地应变earth stress 地应力earth surface 地面earth switch 接地开关earth temperature 地温earth terminal 接地端子earth terrain camera 地表摄象机earth test 接地试验earth tester 接地电阻测试器earth thermometer 地温计earth tide correction 固体潮校正earth tide effect 固体潮效应earth tide gravimeter 固体潮重力仪earth tide perturbation 固体潮摄动earth tide table 固体潮值表earth tide 固体潮earth transmission characteristics 地层透射特性earth tremor 地颤;地震预兆earth tripolite 硅藻土earth wave 地波earth wax 地蜡earth zone 地球带earth 地earth's compliance factor 地球顺从系数earth's magnetic dip angle 地磁倾角earth's magnetic field 地磁场earth's magnetism 地磁earth's shadow 地球阴影earth's sphere 地球earth's spheroid 地球椭球体earth's spin vector 地球自转矢量earth-air current 大地-大气电流earth-attenuation 地层衰减earth-baseplate resonance 地面-底板共振earth-creep 土滑earth-filled bag 土袋earth-filtering effect 地层滤波效应earth-forming element 构成地球的元素earth-ionosphere waveguide 地-电离层波导earth-leakage protection 接地漏电保护earth-loss 地层损耗earth-magnetic navigation 地磁导航earth-orbital photography 地球轨道摄影术earth-orbiting satellite 地球轨道卫星earth-probing radar 地质探测雷达earth-resistivity 地电阻率earth-scraper 铲土机earth-shift 地层移动earthenware pipe 瓦管earthenware 陶器earthern pit 土质泥浆池earthing cable 接地电缆earthing device 接地装置earthing wire 地线earthing 接地earthly heat 地热earthly 地球的earthmover 土方机械;大型挖土机earthmoving equipment 运土机earthmoving 运土earthometer 兆欧计earthquake acceleration 地震加速度earthquake centre 震中earthquake counter measure 防震措施earthquake country 震区earthquake depth 震源深度earthquake epicenter 震中earthquake focus 震源earthquake intensity 地震烈度earthquake origin 震源earthquake period 地震周期earthquake precursors 地震前兆earthquake prediction 地震预报earthquake proof construction 防震建筑earthquake record 地震记录earthquake region 震区earthquake scale 地震震级earthquake seismology 天然地震学earthquake strength 地震强度earthquake wave 地震波earthquake 天然地震earthquake-resistant 抗震的earthrise 地出earthwork 土方工程;土工;土方earthy bauxite 土状铝土矿earthy element 土族元素earthy material 泥质材料earthy spring 泥泉earthy water 硬水easamatic 简易自动式的EASC 期望年度脱销费用ease of ignition 易点燃性ease of money 放松银根ease off 修正;放松ease os extinguishability 易熄灭性ease 安逸;容易;减轻EASE 电子分析和模拟设备easel 框;绘图桌easement 缓和easer 辅助炮眼easily hydrated clay 易水化粘土easily-worn parts 易损零件easing the bit in 钻头轻压慢转钻进地层East African Graben 东非地堑East African Rift Valley 东非裂谷east by north 东偏北east by south 东偏南east digging 易挖的east longitude 东经East Pacific plate 东太平洋板块east 东;东方的easterly trade wind 东贸易风Eastern hemisphere 东半球Eastern oil 美国东部石油公司easting 东横坐标;东向分量;朝东方向;东航Eastman survey instrument 伊斯门测斜仪Eastman whipstock turbine 伊斯门造斜涡轮Easto circulating sub 伊士托循环接头eastonite 富美黑云母easy bend 慢弯管easy cleavage 明显解理;明显劈理easy curve 平缓曲线easy drilling 在易破碎岩层中钻进;轻快钻进easy grade 平缓坡度easy gradient 平缓梯度easy instruction automatic computer 教学用自动计算机easy push fit 轻推配合easy running fit 轻转配合easy running 平滑运转easy slide fit 轻滑配合easy 容易的;平缓的easy-to-drill formation 易钻地层easy-to-read 易读的easy-to-use 易于使用的eat away 侵蚀eat up 消耗eater 食者;腐蚀物eating 侵蚀作用;食物;食用的EATT 电磁波传播衰减eaves 屋檐EB 电子束ebb 退落ebb-current flow structure 落潮流构造ebb-reflux 退潮ebb-tidal delta 退潮三角洲ebbing 沉陷ebbtide 落潮EBCDIC 扩充二-十进制交换码EBIT 扩展基本信息带EBM 电子束加工ebonite 硬橡皮;胶木ebony 乌木;黑檀的eboulement 崩塌ebp 终沸点EBR 电子束记录ebsemble correlation function 总体相关函数ebullated bed reactor 沸腾床反应器ebullated bed 沸腾床ebullated dryer 沸腾干燥器ebullator 循环泵ebullience 沸腾;起泡ebulliency =ebullienceebulliometer 沸点测定计ebullioscope 沸点计ebullioscopy 沸点测定法ebullition 起泡EBW 电子束焊EC CAP 电解质电容器EC test 电解腐蚀试验ec 大地电流EC 弹性系数EC 地壳EC 电解的;电解质的EC 电子俘获EC 电子计算机EC 电子控制的ec 例如EC 涡流;涡电流;杂散电流EC 误差控制EC 误差校正EC 有效浓度ec- 出;出自EC-GC 电子俘获气相色谱EC-GLC 电子俘获气液色谱ECB 环境协调委员会ecboline 麦角碱ECC 错误检查和校正eccentered gun 偏心射孔器eccentered screw pump 偏心螺杆泵eccentering arm 偏心臂eccentralizer 偏心器eccentric adjuster 偏心调节装置eccentric annulus 偏心环空eccentric anomaly 偏心异常eccentric axis 偏心轴eccentric bit 偏心钻头eccentric cam 偏心凸轮eccentric clip 偏心夹环eccentric disc 偏心圆盘eccentric distance 偏心距离eccentric drive 偏心传动eccentric gas lift valve 偏心气举阀eccentric gear 偏心齿轮eccentric gearing 偏心传动eccentric injection mandrel 偏心配水器eccentric load 偏心负荷eccentric mandrel 偏心杆eccentric orifice with flange taps 法兰取压偏心孔板eccentric orifice 偏心孔板eccentric pattern 螺旋状排列eccentric pin 偏心销eccentric production mandrel 偏心配产器eccentric pump 偏心泵eccentric rebel tool 偏心变向器eccentric reducer 偏心大小头eccentric rod 偏心杆eccentric rotating 偏心旋转eccentric rotor sliding vane compressor 偏心转子滑叶压缩机eccentric shaft 偏心轴eccentric sliding vane pump 偏心滑叶泵eccentric stabilizer 偏心稳定器eccentric tongs 偏心钳eccentric underreaming bit 管下扩眼偏心钻头eccentric water distributor 偏心配水器eccentric wear 偏磨eccentric weight 偏心锤eccentric yokes 偏心接箍eccentric 偏心轮;偏心装置;偏心的;反常的eccentrically loaded 偏心载荷的eccentricity curve 偏心率曲线eccentricity tester 径向跳动检查仪eccentricity 偏心;偏心距ECCM 电子反干扰设备Ecculiomphalus 松旋螺属ECD 当量循环密度ECD 电导检测器ECD 电子俘获探测器ECDM 电解放电加工ecf 高程校正系数ECG 电解磨削echelette 光栅echelon faults 雁行断层echelon folding 雁行褶皱作用echelon folds 雁行褶皱echelon fracture 雁行式裂缝echelon pattern 雁行构造型式echelon structure 雁行构造echelon 梯队;阶梯光栅;排成梯队echelon-sections 剖面阶梯形排列Echinatisporis 棘刺孢属echinenone 海胆酮echini echinus的复数Echinochara 刺轮藻属echinochrome 海胆色素Echinocypris 棘星介属echinoderm 棘皮动物Echinodermata 棘皮动物门echinoid 海胆类Echinoidea 海胆类Echinosphaerites 刺海林檎属Echinosporites 刺纹单缝孢属echinozoan 海胆的echinus 海胆Echiuroidae NFDAB纲echo amplifier 回声放大器echo amplitude 反射波振幅echo arrival 回波初至echo check 回送检验echo deep sounding 回声测深echo depth sounder 回声测深仪echo depth sounding sonar 回声测深仪echo depth sounding 回声测深echo depth-recorder 回声深度记录器echo distortion 回波失真echo effect 回波效应echo impulse 回波脉冲echo liquid level instrument 液面回声探测仪echo locator 回声勘定器echo ranger 回声测距仪echo ranging sonar 回声测距声呐echo ranging 回声测距echo repeater unit 回波中继续置echo sounder 回声测深仪echo sounding machine 回声测深仪echo suppressor 回波抑制器echo time 回声时间echo trouble 反射故障echo wave 回波echo 回声echo-fathom 回声测深echo-image 回波图象echo-pulse 回波脉冲echo-ranging system 回声测距系统echo-resonator 回波谐振器echo-sounding device 回声侧深仪echo-sounding instrument 回声测深仪echo-sounding receiver 回声测深接收机echo-sounding 回声探测echo-strenghth indicator 回波强度指示器echoed signal 回波信号echogram 音响测深图echograph 回声深度记录器echoing characteristics 回波特性echoing 回波现象echolocation 回声勘定echometer 回声测距仪echometry 测回声术ecidioclimate 微生态气候ECL 发射极耦合逻辑eclipse factor 阴影率eclipse 〔日ecliptic coordinate 黄道坐标ecliptic 黄道eclogite 榴辉岩ECM 电解加工ECM 电色谱ECM 电子干扰措施ECM 欧洲共同市场ECMA 欧洲计算机厂家协会ECO 电子耦合振荡器ECO 设计变动命令书eco-activist 生态活动家eco-atmosphere 生态大气eco-catastrophe 生态灾难ecochronology 生态年代学ecocide 生态灭绝ecoclimate 生态气候ecocline 生态差型ecocrisis 生态危机ecocycle rule 生态循环规律ecofactor 生态因素ecogenesis 生态发生;生态种发生ecogeography 生态地理学ecography 描述生态学ecogroup 生态群ecologic adaptation 生态适应ecologic age 生态年龄ecologic amplitude 生态幅度ecologic assemblage 生态组合ecologic balance 生态平衡ecologic botany 生态植物学ecologic change 生态变化ecologic character 生态性状ecologic community 生态群落ecologic complex 生态复合体ecologic distribution 生态分布ecologic disturbance 生态失调ecologic effect 生态效应ecologic environment 生态环境ecologic equilibrium 生态平衡ecologic facies 生态相ecologic food chain 生态食物链ecologic niche 生态境ecologic potential 生态本能ecologic reef 生态礁ecologic regime 生态状况ecologic replacement 生态更替ecologic setting 生态背景ecologic speciation 生态性物种形成ecologic succession 生态序列ecologic threshold 生态临界ecologic tolerance 生态耐性ecologic 生态的ecological charges 生态费用ecological fabric 生态织物ecological =ecologicecology of reservoir 油藏生态学ecology 生态学economatrix 数理经济学econometric analysis model 计量经济分析模型econometric model 经济计量模型econometrics 计量经济学economic algae 经济藻类economic analysis 经济分析economic and socal development strategy 经济与社会发展战略economic and technical development zone 技术经济开发区economic and technological development zone 经济开发区Economic and Trade Arbitration Commission of CCPIT 中国国际贸易促进会经贸仲裁委员会economic assessment 经济评价economic balance 经济平衡economic barometer 经济观测指标economic behaviour 经济行为economic coefficient 经济系数economic conditions 经济情况Economic Contract Law of the People's Republic of China 中华人民共和国经济合同法economic contraction 经济萎缩economic cooperation 经济合作Economic Council of Arab League 阿拉伯联盟经济理事会economic cycle 经济周期economic data 经济资料economic depletion 经济耗竭economic depth 经济深度economic dispatch 经济分配economic entity 经济实体economic evaluation model 经济评价模型economic evaluation 经济评价economic factors 经济因素economic feasibility 经济可行性economic flow rate 有经济价值的产量economic forecast 经济预测economic gain 经济收益economic geography 经济地理economic geology 经济地质学economic growth rate 经济增长率economic haul 经济运距economic index 经济指数economic indicators 经济指标;经济指数economic integration 经济一体化economic interests 经济利益economic internal rate of return 经济内部收益率economic leverage 经济杠杆economic life 经济寿命;经济开采期限economic limit rate 经济极限产量economic limit 经济极限economic loss 经济损失economic mathematical model 经济数学模型economic model 经济模式economic movement mechanism 经济运行机制economic net present value 经济净现值economic order quantity 经济定购量economic order 经济秩序economic phenomenon 经济现象economic pipe size 经济管径economic policy 经济政策economic potential 经济潜力economic production life 经济开采寿命economic projection 经济预测economic prosperity 经济繁荣economic rationality 经济合理性economic recession 经济衰退economic retrechment 经济紧缩economic return 经济收益economic sanction 经济制裁economic scale 经济规模economic selenology 经济月质学economic storage 经济库容economic structure 经济结构economic system reform 经济体制改革economic system 经济体制;经济制度economic tanker size 经济船型economic target system 经济指标体系economic target 经济指标economic thickness 经济厚度economic trend 经济趋势economic value 经济价值;工业价值economic water-oil ratio 经济水-油比economic worth 经济价值economic yardstick 经济标准;经济指标economic yield 经济产量economic zone 经济区economic 经济的economical 经济的economically recoverable oil 经济上有开采价值的石油economics of energy 能源经济学economics of management 管理经济学economics of scale 规模经济学economics 经济学economill 轻便钻头economist 经济学家economizer bank 预热管;节热器排管economizer 节油器economy 经济;经济体系econtone 生态混合群落;生态过渡区;溶泌区ECOSOC 经济及社会理事会ecosphere 生态层;生物域;大气层ecostratigraphic classification 生态地层分类ecostratigraphic unit 生态地层单位ecostratigraphic 生态地层学的Ecostratigraphy 生态地层学ecosystem 生态系统ecotelemetry 生态遥测术ecotonal community 交错区群落ecotope 生态区ecotopic 适应特殊生态的ecotype 生态类型ecoulement 重力滑动ECP 套管外封隔器ECP 误差校正剖析ECP 岩心穿透深度ECP 有效岩心穿透深度ECP 有效岩心孔隙度ECPL 工程零部件清单ECPWS 工程更改建议说明书ECR 工程更改申请ECR 工程控制室ECR 设备更改申请ecronic 河口湾ECS 环境控制系统ECS 扩展磁心存储器ECS 末端电池转换开关ectexis 泌出混合岩化作用ECTL 射极耦合晶体管逻辑ectype 复制品;副本ed. 版ed. 编辑edaphic control 底土控制edaphic 土壤的;土壤圈的EDC 程序超过磁鼓容量EDC 工程设计改变EDC 工程图纸改变EDC 估计完工日期eddy conductivity 涡动传导性eddy current brake 涡流闸eddy current coefficient 涡流系数eddy current constant 涡流常数eddy current coupling 电磁离合器eddy current damping 涡流阻尼eddy current inspection 涡流探伤eddy current seismometer 涡流地震检波器eddy current test 涡流探伤eddy current thickness meter 涡流测厚仪eddy current 涡流;涡电流eddy diffusion 涡流扩散eddy diffusivity 涡流扩散系数eddy effect 涡流效应eddy flux 涡流通量eddy marking 涡流痕迹eddy motion 涡流运动eddy resistance 涡流阻力eddy shedding 涡流分离eddy stress 涡流应力eddy thermal conductivity 涡流热传导eddy viscosity 涡流粘度eddy wind 旋风eddy 涡流eddy-current loss 涡流损耗eddy-current type geophone 涡流式检波器eddying flow 涡流edel metal 贵金属Edenian 艾登阶edenite 浅闪石edetate 乙二胺四乙酸盐edetic acid 乙二胺四乙酸edeyen 沙丘沙漠EDF 经验判别函数EDF 能量密度函数edge angle 棱角edge aquifer 边部水体edge away 楔出;尖灭edge connector 插头座edge contact 边缘接触edge crack 边缘裂隙edge damage 破边;边伤edge effect 边缘效应edge enhancement 边缘增强edge flare 卷边对接edge fog 边缘模糊edge gradient 边缘梯度edge joint 边缘连接;卷边接头;边缘焊接头edge lease 油气田边缘租地edge orientation 晶棱定向edge orifice 锐边孔板edge pressure 边缘压力edge radius 棱角半径edge reflection 边界反射edge resolution 边缘分辨率edge seam 边缘线状裂纹;倾斜地层edge stress 边缘应力edge tool 削边刀edge value 边界值;油水边界异常值edge water drive reservoir 边缘水驱油藏edge water drive 边水驱edge water flood 边缘注水edge water incursion 边水侵入edge water limit 边水界限edge water line 边水线edge water pressure 边水压力edge water 边水edge wave 边缘波edge weld 角接焊edge well 边井edge zone 边缘地带edge 边EDGE 电子数据收集设备edge-frame 内图廓edge-to-edge contact 边-边接触edge-to-surface contact 边-面接触edgefold 折边edger 轧边机;磨边器;弯曲膜瞠edgewise breccia 竹叶角砾岩edgewise conglomerate 竹叶砾岩Edgeworth expansion 埃奇沃斯展式edging 边缘;滚压边缘修饰;镶边;轧边;磨边Ediacara fauna 埃迪卡拉动物群edible clay 可食粘土edible oil 食用油edible 适合食用的edifice 大建筑物edingtonite 钡沸石EDIPS 地球资源观测系统数字图象处理系统EDIS 勘探资料解释系统Edison effect 爱迪生效应edit control character 编辑控制符edit mode 编辑方式edit routine 编辑程序edit 初步整理;编排;校定edit-modify 编辑修改Editia 美脊介属editing operation 编辑操作editing subroutine 编辑子程序editing 编辑edition 版本editor in chief 主编editor 编辑editorial committee 编委会editorial 编辑的editorship 编者职位EDM 电子距离测量EDM 放电加工EDMI 电磁波测距仪Edmond's balance 爱德蒙气体比重天平EDP 电子数据处理EDP 勘探数据处理EDPC 电子数据处理中心EDPE 电子数据处理设备EDPM 电子数据处理机EDPS 电子数据处理系统EDR 估算损害比EDR 实验数据记录EDS 编辑数据选择EDS 能量色散X-射线探测仪EDST 长期钻柱测试EDTA reagent 乙二胺四乙酸试剂EDTA titration 乙二胺四乙酸滴定法EDTA 乙二胺四醋酸EDTCC 电子数据传输通信中心education 教育educt 离析物eduction column 气举管eduction pipe 气举管;排泄管eduction tube 气举管;排泄管eduction valve 排气阀;泄流阀eduction 推断;析出eductor 气举管;喷射器edulcoration 冼净EDVAC 电子离散变量自动计算机Edward balance 爱德华天然气比重天平edwardite 独居石EE 电机工程EE 电气工程师EE 电眼ee 允许误差;错误不在此限EEC 欧洲经济共同体EECL 射极-射极耦合逻辑EELS 电子发射器定位系统EERI 地震工程研究学会EEROM 电可擦只读存储器EEZ 专属经济区EF 经验公式EF 侵蚀因素EF 倾角指示器EF 震源EFD 工艺流程图EFDL 射极跟随器二极管逻辑EFDTL 射极跟随器二极管-晶体管逻辑eff 效率eff 有效的effect of anisotropy 各向异性效应effect of dragging 拖曳作用effect of inertia 惯性作用effect of relative project 相关项目效果effect of wellbore storage 井筒储存效应effect 作用effective absorption coefficient 有效吸收系数effective address 有效地址effective age 有效使用期effective anisotropy 有效各向异性effective antenna length 有效天线长度effective aperture 有效孔径effective area 有效面积effective array length 有效组合长度effective atmosphere 有效大气压effective atomic number 有效原子序数effective attenuation 有效衰减effective bit-weight 有效钻压effective brake area 有效制动面积effective capacitance 有效电容effective capacity 有效容量effective capture cross-section 有效俘获截面effective clearance 有效间隙effective competition 有效竞争effective compressibility 有效压缩系数effective concentration 有效浓度effective constant 有效常数effective constituent 有效成分effective contact radius 有效接触半径effective core penetration 有效岩心穿透深度effective core porosity 有效岩心孔隙度effective coross-section 有效截面effective current 有效电流effective data transfer rate 有效数据传输率effective date 生效日期effective decline rate 有效递减率effective demand 有效需求effective depth 有效深度effective diameter 有效直径effective discharge 有效排量effective dose 有效剂量effective field intensity 有效场强effective film 有效界膜;膜的有效厚度effective grain-size 有效粒径effective half-life 有效半衰期effective head 有效压头effective heat duty 有效热负荷effective heating time 有效加热时间effective height 有效高度effective instruction 有效指令effective length 有效长度effective life 有效寿命;有效使用期effective management 有效管理effective matrix parameter 有效骨架参数effective molecular weight 有效分子量effective multiplication factor 有效放大系数;有效增殖系数effective noise temperature 等效噪声温度effective output 有效产量effective pay factor 生产层有效因素effective pay thickness 产层有效厚度effective pay 有效产层effective percentage modulation 有效调制深度effective perforation 有效炮眼effective permeability 有效渗透率effective placement 有效充填effective porosity 有效孔隙度effective power 有效功率;水力功率effective pressure head 有效压头effective pressure 有效压力effective price 有效价格effective profile 有效剖面effective radiation 有效辐射effective radius 有效半径effective range 有效范围;有效测程effective recourse 有效追索effective resistance 有效电阻effective rock volume 有效岩石体积effective service life 有效使用期effective shot depth 激发有效深度effective size of grain 有效粒径effective sound pressure 有效声压effective source rock 有效生油岩effective stress 有效应力effective surface 有效表面effective susceptibility 有效磁化率effective temperature 有效温度effective terrestrial radiation 有效大地辐射;有效地面辐射effective thickness 有效厚度effective thread 有效螺纹effective time 有效时间effective transmission rate 有效传输率effective up-date rate 有效更新率effective value 有效值effective velocity 有效速度effective vibration length 有效振动距离effective viscosity 有效粘度effective volatility 有效挥发度effective water resistivity 水的有效电阻率effective water saturation 有效含水饱和度effective wavelength 有效波长effective word 有效字effective work 有效功;有效工作effective 有效的effectiveness 效率effector 效应器官;操纵器;格式控制字符effectuation 有效化;完成effervesce 起泡effervescence 起泡effervescent 起泡的effervescing steel 沸腾钢efficacy 效力efficiency coefficient method 功效系数法efficiency contract 效率合约efficiency curve 效率曲线efficiency diagram 效率图efficiency diode 增效二极管;阻尼二极管efficiency distribution coefficient 有效分布系数efficiency estimate 有效估计量efficiency extraction 有效提取efficiency factor 效率因子efficiency of conversion 转换效率efficiency of core penetration 岩心穿透深度efficiency of displacement 驱替效率efficiency of estimator 估计量的有效性efficiency of generator 发电机效率efficiency of imbibition 自吸效率efficiency of labour 劳动生产率efficiency of management 管理效率efficiency of pump 泵效率efficiency of rectification 整流效率efficiency ratio 效率比efficiency statistic 有效统计量efficiency test 有效试验efficiency value 效率值efficiency 效率efficient departmentalization 有效分权efficient 有效的effictiveness 效果efflatum 火山喷出物efflorescence 风化effluence 射出effluent channel 排泄道effluent clarity 流出液清洁度effluent concentration 流出物浓度effluent control 流出物控制effluent face 流出面effluent gases 排放气effluent holding reservoir 污水储池effluent oil recovery 污油回收effluent seepage 渗流effluent specification 排放规范effluent standard 排放标准effluent stream 外排流effluent treatment 流出物处理effluent 流出effluent-disposal standard 污水处理标准effluent-end saturation 流出端饱和度effluve 高压放电effluvia effluvium的复数effluvium 无声放电;磁素;臭气;散出efflux coefficient 排出系数efflux cup method 流杯法efflux time 排出时间efflux velocity 排出速度efflux 流出;射流;泄漏;时间消逝effort 努力;成果;工作effuse 喷出effuser 喷管;扩散器;集气管effusiometer 气体扩散计effusion 喷发effusive breccia 喷出角砾岩effusive eruption 溢流喷发effusive mass 喷发体effusive period 喷发期effusive rock 喷发岩effusive 射流的effy 效率EFL 错误频率极限eg exempli gratia 例如EG 甘醇egg end 半球形的底板egg shaped 蛋形的egg 蛋;卵形物eggbeater PDC bit 打蛋器型PDC钻头EGL 地面海拔高度EGMBE 乙二醇一丁醚EGP 处理事故的砾石充填EGR 废气再循环egress and ingress 出入egress hole 出口孔egress of heat 热传导egress pressure 出口压力egress 出口EGS 欧洲地球物理学会EGT 废气温度Egyptian General Petroleum Corp. 埃及石油总公司EH control 电动-液压控制EHF 极高频EHP horse-power) 电马力EHP 有效马力EHPH 马力-小时ehrwaldite 玻基二辉岩EHT 极高压EHV 极高压EI 电子撞击EI 工程索引EI 能量指数EI 侵蚀指数Ei-function Ei函数EIA 地址错误EIA 电子工业协会EIA 工程工业协会EIA 美国能源情报局EIC 工业情报中心eicosane 二十烷eidograph 缩放仪eidophor 大图象投射器Eifelian 艾斐尔阶eigen space 本征空间eigen 本征的;固有的eigen- 本征eigenfrequency spectrum 固有频谱eigenfrequency 本征频率eigenfunction 本征函数eigenmode 正则型;本征型eigenperiod 本征周期eigenstate 特征状态eigentone 本征音;固有振动频率eigenvalue extraction 特征值析取eigenvalue 本征值eigenvector 特征矢量eigenvibration 本征振动eigenwavefront 特征波前eigenwert 特征值eight digit number 八位数eight-digit binary number 八位二进制数eight-point mooring system 八点系泊系统eighty-board 井架工作平台eighty-column card 八十列卡片eighty-column puncher 八十列穿孔机eigram 双字母组eigth bit analog 八位模拟eikonal equation 程函方程eikonogen 影源eikonometer 光象测定器EIL 符号部分出错einstein 爱因斯坦Einstein's equation 爱因斯坦方程einsteinium 锿Einthoven galvanometer 弦线电流计EIO 操作码出错EIP 电激发极化法EIPS 特优犁钢EIR 环境影响报告EIS 环境影响报告EIU 内外加厚的EIW 电感应焊ejaculation 突发eject 喷出ejecta 喷出物ejected electron 发射的电子ejected photoelectron 发射的光电子ejected rock 喷出岩ejection curve 退出曲线ejection efficency 退出效率ejection nozzle 喷嘴ejection test 喷射试验ejection 喷出ejective fold 隔挡褶皱ejector air pump 喷射空气泵ejector condenser 喷射冷凝器ejector pin 推顶杆ejector plate 推顶杆板ejector priming 喷射泵启动ejector pump 喷射泵ejector return pin 复位杆ejector rod 推顶柱ejector sleeve 推顶套ejector vacuum pump 喷射真空泵ejector 射流泵ejector-type through-tubing tool 喷射式过油管下井仪eka- 准eka-element 准元素eka-silicon 准硅EKB 方钻杆补心海拔高度ekerite 钠闪花岗岩ekistics 城市与区域计划学Ekman dredge 艾克曼采泥器eksedofacies 风化环境相ektexic 泌出变熔作用ekzema 盐穹EL 弹性极限EL 电测井EL 电致发光el 高地;海拔;正视图EL 设备表elaborate 精心制成的elaboration 精心制作elaeometer 验油比重计elapse 过去elapsed time 经过的时间elastance 倒电容elastic absorption 弹性吸收elastic acoustical reactance 弹性声阻抗elastic after effect 弹性后效elastic after-working 弹性后效elastic anisotropy 弹性各向异性elastic beam 弹性梁elastic behavior 弹性特性elastic bitumen 弹性沥青elastic body 弹性体elastic boundary 弹性边界elastic break-down 弹性失效elastic buffer 弹性缓冲器elastic coefficient 弹性系数elastic collision 弹性碰撞elastic compaction 弹性挤压作用elastic connector 弹性连接器elastic constant 弹性常数elastic coupling 弹性联轴节elastic deformation 弹性变形elastic demand 弹性需求elastic discontinuity 弹性不连续性elastic drive 弹性驱动elastic effect 弹性效应elastic elongation 弹性伸长elastic energy 弹性能elastic equilibrium 弹性平衡elastic extension 弹性延伸elastic fatigue 弹性疲劳elastic fibre 弹性纤维elastic flow 弹性流elastic fluid 弹性流体elastic force 弹性力elastic formation 弹性地层elastic gel 弹性凝胶elastic half-space 弹性半度空间elastic heterogeneity 弹性非均匀性elastic hysteresis 弹性滞后elastic impedance 弹性阻抗elastic imperfection 弹性不完整elastic instability 弹性不稳定性elastic isotropy 弹性各向同性elastic joint 弹性连轴节elastic lag 弹性滞后;弹性惯性elastic limit 弹性极限elastic liquid 弹性液体elastic medium 弹性介质elastic migration theory 弹性波偏移理论elastic mineral pitch 弹性沥青elastic module 弹性系数elastic modulus 弹性模量elastic nylon 弹性锦纶elastic peak 弹性峰值elastic plan 弹性计划elastic potential theory 弹性势理论elastic properties 弹性elastic range 弹性范围。
2014职称英语《理工B》真题及答案(代码22)
The authors of a study,published in The Proceedings of the National Academy of sciences,conclude that between 14 and 30 out of every 100 stars, with a mass and temperature similar to the Sun, may host a planet that could support life as we know it.
2014 职称英语《理工 B》真题及答案(有 15 个句子,每个句子中均有 1 个词或短语划有底横线,请从每个句子后面所给 的 4 个选项中选择 1 个与划线部分意义最相近的词或短语。 1. The majority of people around here are decent. A. real B. honest C. normal D. wealthy 答案:D 2. The curriculum was too narrow and too rigid. A. hidden B. traditional C. inflexible D. official 答案:C 3. The committee was asked to render a report on the housing situation. A. furnish B. copy C. publish D. summarize 答案:A 4. Afterwards there was just a feeling of let-down. A. excitement B. disappointment C. anger D. calm 答案:B 5. Several windows had been smashed. A. cleaned B. replaced C. fixed D. broken 答案:D 6. The worst agonies of the war were now beginning. A. pains B. parts C. aspects D. results 答案:A 7. London quickly became a flourishing port.
新视野读写(第三版)(3)课本练习及答案Unit 7
8. Though she lost the title of female world reclaimed swimming champion last year, she _______ it this year when she gave it all she could. originated in the 9. This type of system which __________ United Kingdom has been widely used throughout Europe and is gaining in popularity in the United States of America and Japan.
Word Building The suffix -ion combines with verbs to form nouns. Nouns formed in this way refer to the state or process described by the verb, or to an instance of that process.
2. Their attempts to bring peace and stability to this civil war-torn region received suspension of peace another blow when ___________ talks was announced. 3. They went through the immigration and formality so quickly that they customs __________ were able to have a cup of coffee before I arrived to collect them.
英语词汇词典-土木工程
AA线(塑性图〕A-line阿太堡界限Atterberg limits安全储备margin of safety安全措施safety measure安全规程safety regulation安全荷载safe load安全系数safety factor安山岩andesite暗沟covered conduitB拔桩机extractor拔桩试验pull-out test坝dam坝址dam site白垩chalk搬运portage板式基础slab foundation板桩sheet pile伴生构造associated structure包迹(线)envelope包络曲线enveloping curve饱和saturation饱和带zone of saturation饱和度degree of saturation饱和量capacity of saturation饱和区saturation zone饱和容重saturated unit weight饱和土saturated soil饱气带aeration zone饱气带zone of aeration饱水带zone of saturation报废孔abandoned hole报告(书)report爆扩桩blown tip pile爆炸挤密法blasting compaction method 背斜anticline被动塑性平衡状态passive state of plastic equilibrium被动土压力passive earth pressure被动土压力系数coefficient of passive earth pressure本构定律constitutive law本构方程constitutional equation本构关系constitutive relation泵pump比贯入阻力specific penetration resistance 比例proportion比例尺scale比例尺误差error of scale 比率ratio比肖普简化条分法Bishop's simplified method of slice比重specific gravity比重计areometer比重瓶density bottle闭合差mis-tie边界boundary边界线boundary line边坡破坏slope failure边缘相border facies扁千斤顶flat jack变化change变化范围range of variation变频激发极化法variable frequency induced polarization变水头渗透试验falling head permeability test变水头渗透试验variable head permeability test变形deflection变形deformation变形测定determination of deformation 变形测量deformation measurement变形模量modulus of deformation变异系数coefficient of variation变质带(地) zone of metamorphism变质岩metamorphic rock标定calibration标定精度accuracy of calibration标定曲线calibration curve标定试验calibration test标杆;测尺staff标记mark标石markstone标准冻深standard frost penetration标准贯入击数SPT blow count标准贯入试验SPT=standard penetration test标准击实试验standard compaction test 标准剖面standard section标准曲线standard curve标准砂standard sand标准筛standard sieve标准离差standard deviation表观抗剪强度apparent shearing strength 表观内摩擦角apparent angle of internal friction表观粘聚力apparent cohesion表面surface表面径流overland flow表面摩擦mantle friction表土top soil冰川glacier冰川沉积glacial deposit冰川运动ice movement冰川作用glacial action冰冻风化frost weathering冰碛沉积morainal deposit冰碛土glacial soil冰物,冰碛(土)till drift冰碛物glacial till波状层理wave-like stratification剥蚀denudation泊松比Poisson’s ratio薄壁管thin wall pipe薄壁取土器thin wall sampler薄层lamella薄膜水adhesive water补偿式基础compensated foundation补给漏斗cone of recharge补给区alimentation area补给区recharge area补给区region of intake不定误差indeterminate error不对称荷载unsymmetrical loading不对称褶皱asymmetric(al) fold不固结不排水试验UU-test=unconsolidated-undrained test不固结排水剪切试验UD-test=unconsolidated-drained test不规则分布荷载irregular load不均匀沉降non-uniform settlement不均匀收缩differential shrinkage不均匀系数coefficient of uniformity不均匀性heterogeneity不连续级配gap gradation不连续级配曲线skip grading curve不排水抗剪强度undrained shear strength 不透气的air tight不透水层impermeable layer不透水层impervious layer不透水层impermeable stratum不透水的water tight不透水性impermeability不完全饱和partical saturation不整合discordance不整合unconformity布朗运动Brownian movement布西涅斯克理论Boussinesq theory布置图layout map步测法pace methodC(CBR试验的)应力-贯入曲线stress- penetration curve擦痕slickenside采空区work-out area采空区(矿) goaf采空坍陷mining subsidence采料场borrow area采砂场sand pit采石场stone pit采石场quarry采用的比例尺accepted scale参考资料reference data参数parameter残积物eluvial deposit残积物residual deposit残积eluvial残积层eluvium残积土eluvial soil残余变形residual deformation残余沉降residual settlement残余抗剪强度residual shear strength残余内聚力residual cohesion残余应变residual strain草皮turf侧方交会lateral intersection侧限压缩confined compression侧向变形lateral deformation侧向侵蚀lateral erosion侧向土压力lateral earth pressure侧向压缩lateral compression侧向应变lateral strain侧向应力lateral stress侧压力lateral pressure侧压力系数coefficient of lateral pressure 测定,鉴定determination测井曲线解释interpretation of logs测井闪烁计数器scintillogger测距仪ranger测力计load gauge测量survey(测量)花杆lining pole,surveying rod 测量,度量measurement测量报告书survey report测量工程师survey engineer测量网survey network测量误差measurement error测量线measurement line测量仪器surveying equipment测量员surveyor测深法sounding测斜仪clinometer测斜仪inclinometer测斜仪deflection inclinometer层layer层底标高bottom level层间水interlayer water,confined water层间系数,管涌比coefficient between layers层理stratification层面bedding surface层面滑动bedding plane slip层序sequence层状地层layered strata层状构造bedded structure层状土stratified soil差异difference差动汽锤differential-acting steam hammer 差热分析differential thermal analysis差异沉降differential settlement差异风化differential weathering掺合物admixture产状occurrence长期观测long-term observation长期观察资料long-term record长期强度long-term strength长期试验long run test长期稳定性long-term stability长石feldspar常规的conventional常规的routine常规试验routine test常规条分法conventional method of slices 常规土工试验routine soil test常流河permanent stream常水头渗透试验constant head permeability test常水头渗透仪constant head permeameter 场地勘察报告site investigation report超固结overconsolidated超固结比overconsolidation ratio超固结土overconsolidated soil超固结粘土overconsolidated clay超静水压力excess pore water pressure超挖overbreak超载surcharge沉淀分析sedimentation analysis沉管法pipe sinking沉积deposit沉积物sediment沉积岩sedimentary rock 沉积作用sedimentation沉降settlement沉降测量settlement measurement沉降分析settlement analysis沉降缝settlement joint沉降观察settlement observation沉降盒settlement cell沉降裂缝settlement crack沉降速率rate of settlement沉降系数settlement factor沉降影响范围seat of settlement沉降预测prediction of settlement沉井open caisson沉井基础sunk shaft foundation沉陷盆地subsidence basin沉箱box caisson沉箱墩caisson pier沉箱基础caisson foundation沉箱桩caisson pile沉锥法(液限试验〕falling cone method衬砌lining成薄层的lamellar成层的stratified成层岩stratified rock成层粘土,纹泥varved clay成果表data sheet成群group成土母岩soil-forming rock承压(持力)层bearing layer承压(水)状态artesian condition承压板loading plate承压变形bearing deformation承压垫层bearing course承压含水层confined aquifer承压含水层;自流水层artesian aquifer承压面积bearing area承压水confined water承压水头artesian head承载力因数(地基)bearing capacity factors ( Nc,Nq,Nr)程度degree程序procedure持力层supporting course持力层bearing stratum尺寸,量算measure尺度效应scale effect冲沟gully冲沟water-cut冲击钻进boring by percussion冲击钻探percussion boring冲击钻头chopping bit冲积(作用)alluviation冲积层alluvium冲积河谷alluvial valley冲积阶地alluvial terrace冲积平原alluvial plain冲积扇alluvial fan冲积土alluvial soil冲积岩(水成岩)hydrogenous rock冲刷深度depth of scour冲刷速度scouring velocity抽水pumping抽水(量)withdrawal抽水量pump discharge抽水试验pumping test抽水试验well-pumping test稠度consistency稠度界限consistency limit稠度试验consistency test稠度指数consistency index初步勘察preliminary investigation初步设计preliminary design初始沉降initial settlement初始的initial初始含水量initial moisture content初始孔隙比initial void ratio初始孔隙水压力initial pore water pressure 初始密度initial density初始填筑条件initial placement condition 初始条件initial condition初始应力initial stress初始压缩initial compression储量评价evaluation of resources储水系数coefficient of storage处理treatment触变性,振动液化thixotropy触探杆sounding rod穿山隧洞mountain tunnel传感器transducer串珠状构造beads-shaped structure锤hammer锤击能energy of blow纯砂clean sand磁法勘探magnetic prospecting次固结secondary consolidation次固结沉降secondary consolidation settlement次固结系数coefficient of secondary consolidation次生构造secondary structure次生黄土redeposited loess次生黄土secondary loess 次生矿物secondary minerals粗差mistakes粗粒料coarse aggregate粗粒土coarse grained soil粗砂coarse sand粗筛coarse screen脆性破坏brittle failureDDDC工法downhole dynamic compaction 达西定律Darcy's law打夯机tamper打入桩driven pile打入桩的承载力capacity of driven pile 打桩pile driving打桩piling打夯punning打夯ram打桩锤pile hammer打桩锤monkey打桩工程piling work打桩公式pile driving formula打桩机pile driver打夯机ram machine打桩机导向柱pile driver lead打桩挤密piling compaction打桩记录driving record打桩试验driving test大地测量geodetic(al) surveying大地测量学geodesy大地基准点geodetic(al) datum大地震violent earthquake大开挖open cut大孔土macroporous soil大孔隙macropore大陆漂移说continental drift theory大气水atmospheric water大主应变major principal strain代表性土样representative sample代入法method of substitution带状构造banded structure带状矿脉banded lode单层结构one-story structure单独基础individual foundation单剪simple shear单剪仪simple shear apparatus单孔抽水single well pumping单位变形unit deformation单位端阻力point resistance单向压缩simple compression单元element单元unit单元,盒cell单桩容许荷载allowable pile bearing load 当地的native挡土墙retaining wall刀口(天平的支点)knife edge导水性hydraulic conductivity导线测量traverse survey导线测量traverse导线网transverse net导桩leading pile崩落dilapidation等高距contour interval等高线图contour map等级,级别grade等海深线bathymetric line等水深线hydroisohypse等速贯入试验(桩工)CRP-test=constant rate of penetration test等速上拔试验(桩工)CRU-test=constant rate of uplift test等梯度固结试验constant gradient test等效固结压力equivalent consolidation pressure等效均荷载equivalent uniform load等效粒径equivalent diameter等效应力equivalent stress等效阻尼比equivalent damping ratio低潮面low tide level低水位low water level滴定管burette底bottom底层sublayer底压力(隧道)bottom pressure地表径流surface runoff地表排水surface drainage地表水系surface drainage地层formation地层stratum地层(复数) strata地层层次sequence of strata地层产状attitude of stratum地层坡度slope of formation地带,区域zone地点,面积site地面,土地ground (地基)承载力系数bearing capacity factor 地基处理foundation treatment地基处理ground treatment地基加固soil improvement地基勘察foundation investigation地基梁foundation beam地基土subsoil地基土勘探subsoil exploration地基与基础规范code for soil and foundation地理学geography地理坐标geographic coordinates地锚ground anchor地锚anchorage地貌图geomorphological map地面标高ground elevation地面标高ground level地面沉降settlement of ground surface地面加速度ground acceleration地面径流surface flow地面隆起land upheaval地面排水land drainage地面下沉land subsidence地面植被ground vegetation地堑graben地堑fault trough地球物理测井geophysical logging地球物理勘探geophysical exploration地球形态(学);地形(貌)学geomorphology 地区,区域region地台platform地图,图map地物;陆标;界标land-mark地下(暗)河buried river地下的underground地下分水岭ground water divide地下河subterranean stream地下建筑underground structure地下室basement地下室墙basement wall地下水ground water地下水出水量yield of groundwater地下水动态ground water regime地下水动态预测prediction of groundwater regime地下水观测孔observation well for groundwater地下水勘探groundwater exploration地下连续墙continuous concrete wall地下水流量groundwater discharge地下水流向direction of groundwater flow地下水露头outcrop of ground water地下水埋深depth of groundwater table地下水面ground water level地下水位groundwater level(地下水位)降深曲线drawdown curve 地下水位坡降gradient of groundwater table地势relief feature地形topographic(al) form地势surface relief地形测量topographic(al) survey地形判读terrain interpretation地形特征topographic(al) feature地形图topographic map地震earthquake地震带earthquake zone地震带seismic zone地震工程earthquake engineering地震活动区active seismical area地震加速度seismic acceleration地震检波器seismic detector地震勘探seismic exploration地震勘探法method of seismic prospecting 地震烈度earthquake intensity地震烈度表seismic intensity scale地震烈度图seismicity chart地震区earthquake region地震区划分seismic zoning地震物探法seismic geophysical method地震仪seismograph地震震级earthquake magnitude地震作用earthquake effect地质(学) geology地质测绘geological survey地质工程师geological engineer地质构造geologic structure地质构造图geotectonic map地质记录geological log地质建造geodetic(al) formation地质力学geomechanics地质力学geophysics地质年代geologic(al) age地质年代表chronologic(al) scale地质剖面图geological section地质条件geological condition地质图geological map第三系Tertiary system第四纪Quaternary period第四纪沉积物Quaternary sediment第四系Quaternary system点point 点荷载试验point load test点划线dot and dash line电测井electrical logging电测剖面法electric profiling电测深electrical sounding电磁勘探electromagnetic prospecting电法electrical method电法勘探electrical prospecting电法探测electrical survey(ing)电化学加固electrochemical stabilization电渗现象electroosmosis电阻率resistivity电阻率electrical resistivity电阻率测井resistivity log垫层bedding course垫层cushion垫层underlayer调节流量regulation discharge迭代法iterative method迭代法method of iteration顶推法successive launching method顶样器extruder定点法method of fixed points定量测定determination of quantity定量分析quantitative analysis定律law定位position fixing定位桩guide pile定性测定determination of quality定性分类法qualitative classification定性分析qualitative analysis定性判读qualitative interpretation动弹性模量dynamic elastic modulus动荷载dynamic load动剪模量dynamic shear modulus of elasticity动力沉积mechanical deposit动力触探dynamic penetration动力触探dynamic sounding动力打桩公式dynamic pile-driving formula 动力夯power table动力探头阻力dynamic point resistance动力特性dynamic characteristic动力压实dynamic compaction动态分析dynamic analysis冻附力adfreezing force冻附强度adfreezing strength冻结深度frost depth冻土frozen soil冻胀frost heave洞室grotto洞穴cavern陡坡heavy grade读数reading读数精度accuracy of reading独立基础individual footing独立基础isolated foundation端承桩column pile端承桩end-bearing pile端垫误差(三轴试验)bedding error端荷载end load短程short range断层fault断层带fault zone断层面fault plane断层泥fault gouge断层走向fault strike断距fault throw断块构造basin range structure断块盆地block basin断裂fracture断面,截面section堆石坝rockfill dam对称型symmetry type对称性symmetry对称中心symmetry center对称轴axis of symmetry对开式取土器split tube sampler对数坐标纸logarithmic paper对斜坡稳定性的控制control on slope stability对中误差centering error调整adjust墩pier墩式基础pier foundation多层multilayer多层结构multilayer structure多级井点系统multi-stage well point system 多节桩multi-section pile多孔抽水multiple well pumping多水分的wateryE二次固结secondary consolidation二级风wind of beaufort scale 2F法向位移normal displacement法向压力normal pressure法向应变normal strain法向应力normal stress法应力normal force翻浆boiling 反比例inverse proportion反滤层inverted filter反渗压力backosmotic pressure反算法back calculation反向荷载reversal of load反絮凝作用anti-flocculation反絮凝作用deflocculation反压力back pressure反应(特性)曲线response curve反应曲线(桩工)bearing graph反作用reaction范围range范围margin范围值range of values方差variance方程,公式equation方法method方格网square net方格纸square paper方框图block diagram方位角bearing方向direction方形基础square foundation方形钻杆kelly bar防洪坝flood dam防震缝earthquake proof joint(放大)比例系数scale-up factor放大因数amplification factor放大因数magnification factor放射性测井radioactivity log非层状土unstratified soil非承压水含水层unconfined aquifer非均质土nonhomogeneous soil非完整井incomplete well非正常曲线abnormal curve非自重湿陷性黄土self-weight non-collapse loess费伦纽斯条分法Fellenius method of slices 分布distribution分布荷载distributed load分层填土夯实compaction by layers分层总和法layerwise summation method 分级湿陷量collapsibility grading index 分级湿陷量wet-subsidence for classification分级式滑坡successive slide分解decomposition分解resolution分类classfication分类表classification chart分类试验classification test分类系统classification system分期建筑stage structure分区zoning分散剂deflocculant分水沟diversion channel分水界water-table divide分水岭,流域,集水区watershed 分析analysis分析天平analytic balance分选程度degree of sorting分选作用sorting粉砂silty sand粉土silt粉质粘土silty clay风成沉积wind-laid deposit风成沉积物wind borne sediment风成平原aeolian plain风成砂blown sand风干土air-dried soil风荷载wind load风化weathering风化程度degree of weathering风化带zone of weathering风化壳weathering crust风化壳crust of weathering风化裂缝weathering crack风化裂隙weathering fissure风积土aeolian soil风积物eolian deposit风沙winddrift sand风蚀wind erosion封闭管道closed conduit峰值peak value蜂窝式风化,粒状岩石风化fretwork weathering浮筏基础buoyant foundation浮容重buoyant unit weight浮容重submerged unit weight辐射状水系radial drainage腐植土cumulose soil腐植土humus soil负摩擦力(桩工) negative skin friction 附加荷载additional load附加荷载superimposed load复测法method of repetition复打(桩工) redriving复合滑动面composite sliding surface 覆盖层burden覆盖层overburden layer覆盖层overburden覆盖层overlying stratumG伽马射线测井gamma-rays logging改建工程reconstruction work改正系数modification factor钙质结核calcareous concretion概率probability概率值probable value干流main river干流principal river干流master stream干密度dry density干容重dry unit weight杆pole杆,棒rod坩埚melting pot感应图influence chart刚度rigidity刚度系数coefficient of rigidity刚度系数coefficient of stiffness纲要,程序program钢尺steel tape钢筋混凝土reinforced concrete钢筋混凝土桩reinforced concrete pile钢桩steel pile高层建筑物high-rise building高差difference in elevation高差difference of elevation高程测量altitude survey高程控制vertical control高程控制网vertical control net高程图elevation scheme高程系统height system高程原点origin of heights高程原点zero of elevation高地highland高度height高度;高程altitude高度;海拔elevation高架桥viaduct高精度high standard of accuracy高跨比depth-span ratio高岭石kaolinite高岭土kaolin高压灌浆high pressure grouting高原plateau隔水层confining bed隔水层watertight layer隔水层;滞水层aquiclude各向不等压固结anisotropic consolidation 各向不等压固结不排水试验consolidatedanisotropically undrained test各向同性isotropy各向异性anisotropic更新统Pleistocene series工程project工程(学)engineering工程测量engineering survey工程地质(学) engineering geology工程地质评价engineering geological evaluation工程地质条件engineering geologic condition工程地质问题engineering geological problem工程地质现象engineering geological phenomena工程师engineer工程实录case history工程验收acceptence of work工作,工程work工作台table公差tolerance公差范围tolerance range公路工程highway engineering公式formula供水water supply拱高rise of arch拱形涵洞arch culvert拱作用arching共轭节理conjugate joint共振(现象) resonance共振柱法resonant column method共振柱三轴仪resonant column triaxial test apparatus沟,槽trench沟,水道channel沟底trench bottom沟蚀gully erosion构造,结构fabric构造,结构structure构造单元tectonic element构造地震tectonic earthquake构造地质(学) tectonic geology构造分析tectonic analysis构造阶地tectonic terrace构造裂隙tectonic fissure构造盆地tectonic basin构造体系tectonic system构造形迹structural feature构造形式structural form构造运动tectogenesis 古土壤fossil soil古新统Paleocene series谷底valley bottom谷底valley floor骨料aggregate固定fixing固定点fixed point固定环式固结仪fixed-ring consolidometer 固定活塞式取样器fixed piston sampler固定活塞式取样器stationary-piston sampler固结consolidation固结比consolidation ratio固结变形consolidation deformation固结不排水三轴压缩试验CU-test =consolidated undrained triaxial compression test固结沉降consolidation settlement固结度degree of consolidation固结排水三轴压缩试验CD-test=consolidated-drained triaxisl compression test固结曲线consolidation curve固结试验consolidation test固结试验oedometer test固结系数coefficient of consolidation固结压力consolidation pressure固结仪consolidation apparatus固结仪consolidometer固结仪oedometer固有误差inherent error拐点(曲线〕knee关系relation观测observation观测纲要observing program观测精度accuracy of observation观测井observation well观测站observation station观察孔(井)observation borehole观察平差adjustment of observation观察误差observation error管道,管状物tube管道conduit管道pipe管道conduit pipe管道图piping plan管道系统conduit system管涵pipe culvert管式取样器tube sampler管线测量pipeline survey管涌piping effect管涌piping管桩pipe pile管桩tubular pile管桩基础pipe pile foundation贯入penetration贯入度set贯入深度depth of penetration贯入阻力penetration resistance惯用符号conventional sign灌浆grouting灌浆帷幕grout curtain灌浆压力grouting pressure灌注pour灌注桩case-in-place pile灌注桩filling pile光电测距仪geodimeter光电探测photodetection广义条分法generalized procedure of slices 归一化normalization规定荷载specified load规范(程)code规范specification滚筒式碾路机drum roller国际单位International System过饱和的oversaturated过程,层course过度碾压over-rolling过渡带transitional belt过渡带transition zone过梁lintel过水面积area of passageHH型钢桩steel H- pile哈佛小型击实试验Harvard miniature compaction test海平面sea level海相沉积marine deposit含煤地层coal-bearing strata含水比water content ratio含水层aquifer含水层water-bearing bed含水层waterbearing strata含水的water-bearing含水量moisture content含水量water content含水量探测仪moisture probe含盐量salt content函数function涵洞culvert夯板tamping plate 夯锤pounder夯具punner夯具rammer夯实compaction by driving夯实tamp夯实土packed soil绗架girder航片判译interpretation of aerial photograph合理井距rational spacing between wells 合理井深rational depth河岸river bank河岸river side河成阶地fluvial terrace河床river bed河道watercourse河道出口outfall(河道)夺流piracy河道支流distributary河底river bottom河底淤高accretion of river bottom河谷valley河谷river valley河谷阶地valley terrace河口debouch河口estuary河口influx河口outfall河口沉积estuary deposit河流)弯曲sinuosity河流)下游downstream河流)下游流域low river basin河流沉积river deposit河流沉降fluvial deposit河流袭夺river piracy河流挟带物stream borne material河漫滩valley flat河漫滩overbank河曲bend in river河曲meander河源streamhead荷兰式三轴试验cell test荷兰式圆锥触探仪Dutch cone penetrometer荷兰式圆锥仪Dutch cone荷载load荷载-沉降曲线load-settlement curve荷载因数load factor荷载增量load increment荷载周期cycle of loads盒式剪切仪box shear apparatus恒压装置constant pressure device横断面cross section横截面transverse section横向裂缝transverse crack横向收缩transversal shrinkage烘箱dry oven红土laterite红土laterite soil红外线摄影像片infrared photograph洪积层diluvium洪积阶地accumulation terrace洪积平原flood plain洪积土diluvial soil洪水位flood level后方交会法method of resection后扶垛式挡土墙counterfort retaining wall 厚壁管heavy walled pipe厚度thickness湖相lacustrine facies互层alternation互层interbedding护壁板dado护面facing护坡;铺(砌)面revetment花粉分析pollen analysis花杆sticks花岗岩granite滑动slip滑动面slide plane滑动面slip surface滑弧slip circle滑坡landslide滑坡处理landslide treatment滑坡分类landslide classification滑坡机理mechanism of landslide化学当量chemical equivalent化学风化chemical weathering化学灌浆chemical grouting化学加固chemical stabilization化学侵蚀chemical erosion还土earth backing环,回线loop环刀cutting ring环境地质(学) environmental geology环形基础ring foundation环形物ring缓坡flat grade换土法(地基处理) replacement method黄土loess黄土沉积loess deposit黄土高原loess plateau 黄土结核loess-doll黄土状土loessial soil灰水比cement-water ratio灰土lime soil灰土垫层lime-soil cushion灰土挤密桩lime-soil compaction pile 灰土桩lime-soil pile辉长岩gabbro回弹rebound回弹曲线rebound curve回弹系数coefficient of resilience回弹仪resilimeter回弹指数expansion index回弹指数swelling index回灌(地下水) recharging回灌井recharge well回归分析regression analysis回填灌浆backfill grouting回填土backfill回转钻进rotary boring汇水面积catchment area绘图plotting浑浊度turbidity混合结构combination structure混凝土concrete混凝土坝concrete dam混凝土标号grade of concrete混凝土管桩concrete tubular pile混凝土梁concrete beam混凝土桩concrete pile活动性构造体系active tectonic system 活断层active fault活塞取样器piston sampler活性activity活性加固剂active stabilizer活性水active water火成岩igneous rock火山地震volcanic earthquake火山活动volcanic activity或然误差probable errorJ击入式取土器drive sampler击实遍数compactor pass击实曲线moisture-density curve击实试验compaction test击数blow count击数number of blows机具machine机械沉积pluvial deposit积水井collector well积水面积water collecting area基础footing基础foundation基础,底部base基础底面foundation base基础垫层foundation bed基础工程foundation engineering基础平面图foundation plan基础砌置深度depth of foundation基础设计foundation design基础托换;托换工程underpinning基床,层面,层理bedding基床反力模量modulus of subgrade reaction基床反力系数coefficient of subgrade reaction基底foundation bottom基底净压力net foundation pressure基底倾斜因数(地基承载力)base tilt factor基底压力foundation pressure基坑foundation pit基坑回弹系数coefficient of foundation ditch's rebound基坑排水drainage of foundation pit基线base-line基线测量base-line survey基线网base network基岩bed rock基准点base station基准面base level基准面datum level基准面datum plane激发极化法induced polarization method 级配不良的disproportionately grade级配不良土poorly graded soil级配良好的well grade级配良好的土well-graded soil极限承载力ultimate bearing capacity极限的ultimate极限荷载ultimate load极限平衡limit equilibrium极限平衡分析limit equilibrium analysis 极限平衡状态state of limit equilibrium 极限条件limiting condition极限应力状态ultimate stressed state极限状态分析limit analysis集中concentration集中荷载point load几何形状geometric shape挤密桩compaction pile 计数,击数count计算表格computation sheet计算图表calculating chart计算自重湿陷量calculated self-weight collapse记录,测井logging记录,描述log记录,资料record记录纸record paper技术参数technical parameter技术说明technical specification季节性河seasonal river加固stabilization固结consolidation加固法mechanical stabilization加荷速率ratio of loading加权平均值weighted average加速度acceleration加速加固accelerated consolidation加州承载比CBR=California Bearing Ratio夹层intercalation夹层interlayer夹层interbedded stratum夹砂砾石hoggin假定值assumed value假定坐标assumed coordinates假整合pseudoconformity尖灭thinning out间层intercalated bed间距interval监测monitoring减压井bleeder well剪节理shear joint剪切盒shear box剪切角angle of shearing strength剪切裂缝shear crack剪切面shear plane剪切面plane of shear剪切面shear surface剪切模量shear modulus剪切破坏shear failure剪切位移shear displacement剪应变shear strain剪胀dilatation剪胀角angle of dilatancy剪胀性dilatancy检波器pick-up检波器组合(形式) geophone pattern简易分析brief analysis碱土alkali soil碱性土alkaline soil建筑construction建筑材料building material建筑测量building survey建筑拆除垃圾debris from demolition 建筑法规building code建筑工程construction work建筑面积building area建筑平面图construction plan建筑设计architectural design建筑物building建筑物沉降building settlement剑桥旁压仪Camkometer渐进性滑动successive slip渐新统Oligocene series鉴别discrimination鉴定identification江,河river姜结石loess concretion降低地下水位dewatering降低地下水位groundwater lowering 降落漏斗cone of depression降落水头fall head降雨(量)rainfall交变荷载alternating load交变应变alternating strain交变应力alternating stress交错层理cross bedding交错层理cross stratification交换exchange交换容量exchange capacity交会intersection交流激发极化法alternating induced polarzation胶结剂cementing agent胶结作用cementation角,角度angle角变形angular deformation角点法method of corner points角度误差angular error搅拌stir搅拌器agitator阶地terrace阶地砾石bench gravel接触contact接触变质作用contact metamorphism 接触带contact zone接触关系contact relation接触角angle of contact接触面冲蚀contact erosion接触压力contact pressure 接桩pile extension节理joint节理极点分散图joint pole scatter diagram 节理裂缝joint fissure节理面joint plane节理图joint diagram节理系joint system结构texture结构单元unit of structure结构工程师structural engineer结核concretion截水暗沟catch-drain解冻defrosting解释,解译interpretation近海沉积offshore deposit近似值approximate value进水涵洞inlet culvert浸润曲线depression curve浸润线saturation line浸水试验immersion test浸水试验ponding test经纬仪theodolite经验公式empirical formula经验数据empirical data经验系数empirical coefficient经验值empirical value精度degree of accuracy精度极限limit of accuracy精确度measure of precision井well井壁sidewall井的出水量well yield井点well point井点法well-point method井点排水drainage by well point井口标高elevation of well井流量capacity of well井流量discharge of well井群group of well井影响面积area of well influence净高clear height迳流runoff静荷载dead load净跨clear span静力触探探头阻力static point resistance 静水压力hydrostatic pressure静水应力状态hydrostatic state of stress静止土压力earth pressure at rest静止土压力系数coefficient of earth pressure at rest就地灌注桩cast in-place pile。
石油词汇中英对照F1
⽯油词汇中英对照F1 F Ahd 全速前进F Ast 全速后退f number 光圈数f stop f光阑F test F 检验F 保险丝F 灯丝F 地层因素F 法拉F 法拉第常数f 范⽒摩擦系数f 飞母托F 氟f 光圈数f 函数F 华⽒度数F ⼒F 滤器;滤波器F 滤液;泥浆滤液F 摩擦F 频率F 组F-coal 丝炭为主的显微质点F-K analysis F-K分析F-K filter F-K滤波器F-K migration F-K 偏移F-K space 频率-波数空间F-K spectra F-K 谱F-K transform F-K 变换F-K velocity filtering F-K 速度滤波F. ⼆⽉F. 满F. ⾯宽;齿宽F. 频率计F.B. 运货单F.C. 期货交易合同f.c. 英尺-烛光F.C.B.P. 可付外币F.C.C. ⾯⼼⽴⽅F.D. 加⼯和钻孔F.D. 强⼒⿎风f.e. 初版f.e. 例如F.E. 外汇期货f.f. 固定焦点F.FW. 管件与管件焊接F.H.P 摩擦马⼒F.L.T 地层压漏试验F.L.T 满载转矩F.O. 到港价格F.O. 确盘F.O. 准备出发f.P. 法国专利f.P. 纸绝缘薄膜电容器FA ⼯⼚⾃动化FA 故障分析FA 急救fa 英寻FA 脂肪酸FAA 游离氨基酸FAAS ⽕焰原⼦吸收光谱法FAB 弧前盆地FAB 急救箱Faber viscosimeter 法伯尔粘度计fabian system 冲击钻进法fabric analysis 组构分析fabric cartridge filter 筒式纤维织⽹过滤器fabric filler 织物填料fabric screen 纤维滤⽹fabric selective 选择性组构fabric selectivity 组构选择性fabric tank 软桶fabric 岩组fabric-axes 组构轴fabric-jacket foamglass 外裹纤维布的泡沫玻璃fabricant 制造者fabricate 制造fabricated construction 装配式施⼯fabricated language ⼈造语⾔fabricated mast 装配式轻便井架fabricated section 安装件fabricated sheave 组装滑轮fabricated valve ⾼压锻钢阀门fabricating cost 造价fabricating yard 施⼯现场fabrication crew 制造⼩组fabrication drawing 施⼯图fabrication phase 制造阶段fabrication weldability ⼯艺可焊性fabrication 制造fabricator 制造者fabriform 焊制结构fabroil 夹布胶⽊fac 传真facade 正⾯;表⾯face angle ⾯⾓钢face bar ⾯材face contact ⼯作接点face direction ⾯⽅向face guard 防护⾯罩face hardening 表⾯硬化face lathe 端⾯车床face left 盘左face line of teeth 齿峰线face machined flat 磨平⾯face mask ⾯罩face of gear 齿轮⾯face of pulley 滑轮侧板face of the channel 岩层孔道⾯face of the wellbore 井壁face of tool 切削⾯face of tooth 齿⾯face of weld 焊接⾯face of wheel 轮⾯face off 研磨端⾯face plugging 层⾯堵塞face right 盘右face runout 端⾯跳动face seal ⾯密封face shield 护⾯罩face shovel 正铲挖⼟机;正铲face value of the stock 股票⾯值face value 票⾯价值face velocity 沿⾯流速face work 抹⾯⼯作face yarn ⾯纱face 层⾯face-around 改变⽅向face-centered cubic lattice ⾯⼼⽴⽅晶格face-to-face ⾯对⾯;弯头接⼝⾯到⾯尺⼨facepiece ⾯罩faceplate ⾯板facer 意外的障碍;铣⼑盘facet ⼩⾯facetted boulder 磨⾯巨砾facetted pebble 棱⽯facial difference 相差异facial 相的;⾯的facient 乘数facieology 岩相学;相分析facies analysis 相分析facies association 相组合facies belt 相带facies change trap 相变圈闭facies change 相变facies cycle 相旋回facies data-base 岩相数据库facies diagram 相图facies evolution 相演变facies fauna 指相动物群facies fossil 指相化⽯facies group 相组facies identification 岩相识别facies map 相图facies model 相模式facies pattern 相型facies principle 相原理facies relationship diagram 相关系图facies relationship 相关系facies sequence analysis 相序列分析facies sequence 相序facies strike 相⾛向facies tract 相带facies trap 岩相圈闭facies triangle 相三⾓图facies type 相类型facies 相facies-controlled 相控制的facilitate 促进facilities 设施facility destruction 设施损坏facility of payment clause ⽀付协定条款facility programs 侦查程序facility 设备facing alloy 敷焊的硬合⾦facing machine 坡⼝机;刨床facing 变新的⽅向;饰⾯;涂料;端⾯车削FACIOLOG 测井相解释程序名faciostratotype 相地层典型剖⾯facs 设备facsimile channel 传真频道facsimile chart 传真图facsimile communication 传真通信facsimile log 复制曲线facsimile paper 传真感光纸facsimile radio ⽆线电传真facsimile receiver 传真接收装置facsimile record 传真记录facsimile recorder 传真机facsimile seismograph 能直接在传真感光纸上记录的地震仪facsimile service 传真通信facsimile signal 传真信号facsimile telegram 传真电报facsimile telegraph ⽆线电传真facsimile transmission 传真发送facsimile unit 传真装置facsimile 传真facsimiles of authorized signatures 有权签字的样本;授权签字的印鉴FACT 全⾃动编译技术fact 事实factitious ⼈造的;假冒的factor analysis 因⼦分析factor loading 因⼦载荷factor model 因⼦模型factor of assurance 保险系数factor of correction 校正系数factor of merit 优质因数factor of normalization 标准化因⼦factor of over capacity 过载系数factor of porosity 孔隙度factor of proportionality ⽐例因⼦factor of safety against cracking 抗裂安全系数factor of safety 安全系数factor of saturation 饱和度factor out 析出因数factor pattern 因⼦型式factor score 因⼦得分factor structure 因⼦结构factor variance diagram 因⼦⽅差图factor weight 因数重量;因数法码factor 系数factorability 可分因数性factorage 代理业;⼿续费factorial analysis 因⼦分析factorial design experiment 因⼦设计试验factorial design 因⼦设计factorial discriminant anlalysis 因⼦判别式分析factorial polynomial 阶乘多项式factorial series 阶乘级数factorial 因⼦的factoring 因⼦分解factoriol notation 阶乘记号factorization method 因⼦分解法factorization of polynomial 多项式因⼦分解factorization 因⼦分解factory assembly ⼯⼚装配factory automation ⼯⼚⾃动化factory cost ⼯⼚成本factory for prefabrication 预制⼚factory formula ⽣产配⽅factory inspection 出⼚检验factory pipe bend 预制弯头factory preassembly ⼯⼚预装配factory price 出⼚价格factory runs ⼤量⽣产factory ship 加⼯船factory test ⼯⼚试验factory work ⼯⼚作业factory ⼯⼚factory-calibrated ⼯⼚校准的factory-made component ⼯⼚预制构件factual survey 实情调查facula 光斑faculae facula 的复数facultative aerobe 兼性好氧菌facultative anaerobe 兼性厌氧菌facultative bacteria 兼性细菌facultative lagoon 兼性塘facultative thermophils 兼性嗜热菌faculty 技能FAD 浮点加fade in 渐显fade out 渐隐fade resistance 抗褪⾊性fade 褪⾊;衰落fader ⾳量控制器fading 衰落FaE. 远东FAES ⽕焰原⼦发射光谱法FAFS ⽕焰原⼦荧光光谱法fag 疲劳;⾟苦地⼯作;使疲劳;磨损fagot 成束熟铁块Faguspollenites ⼭⽑榉粉属Faguus ⼭⽑榉属Fahrenheit temperature scale 华⽒温标Fahrenheit temperature 华⽒温度Fahrenheit thermometer 华⽒温度计Fahrenheit 华⽒;华⽒温度计的FAI 通风⼝faience 瓷器fail in bending 弯曲破坏fail in compression 压缩破坏fail in shear 剪切破坏fail in tension 拉伸破坏fail open 应急开放fail safe 故障防护;故障⾃动保险的fail to 未能fail 错误fail-closed 出故障时⾃动关闭的fail-safe close valve 故障⾃动关闭阀fail-safe control 故障控制fail-safe device 失效安全保障装置fail-safe lockout device 故障⾃动闭锁装置fail-safe open valve 故障⾃动开放阀fail-safety 系统可靠性fail-soft ⼯作可靠但性能下降fail-test 可靠性试验failed arm 断裂滑块failed rift 衰退裂⾕failed test sample 不合格样品failing load 破坏载荷failing stress 破坏应⼒failing 缺点;如果没有…时;失败的failure analysis 故障分析failure detonation 拒爆failure due to fatigue 疲劳破坏failure exception mode 失效异常⽅式failure mechanism 破坏机理failure message 故障信息failure mode 故障种类failure of fuel 燃料系故障failure of oil feed 供油中断failure of performance 未履⾏合同failure of the current 电流的故障failure plot 腐蚀损坏剖⾯failure point 破裂〔失效failure prediction 故障预测failure pressure 破裂压⼒failure rate 故障率failure strain 破坏变形failure test 破坏试验failure warning 故障警报failure zone 断损区域failure 失败failure-free operation ⽆故障运⾏failure-rate average function 失效率平均函数failure-safe system 故障⾃动排除系统faint negative 浅底⽚faint 微弱的faintly acid 弱酸的faintly alkaline reaction 弱碱性反应fair average quality 中等质量fair current 顺流fair curve 修正曲线fair dealing 公平交易fair drafting 清绘fair game 公平游戏fair price 公平价格fair tide 顺潮流fair trade 公平交易fair water fin 导流板fair water 导流罩;整流器fair wind 顺风fair 市集fair-weather runoff 基本径流fairing 减阻装置fairlead 引线孔fairleader 导索环fairness 公正性fairth 信任fairway 航道fairy stone ⼗字⽯faithful 忠实的;正确的;可靠的fake 砂质页岩FAL 流量分析测井Falcodus 镰齿⽛形⽯属Falcon engine rust test 法尔康发动机锈蚀试验Falex friction machine 法列克司摩擦试验机fall head 落差fall in 坍塌fall of ground 地层陷落fall of potential 电位降fall out of step 失步fall peneplain 准平原风化带fall rate 降落速率fall time 衰变时间fall velocity 沉降速度fall 通索fall-of-potential method 电位降法fall-off curve 压降曲线fall-off test 压降试井fall-off 衰减fall-out radioactive materials 放射性沉积物fallacy 谬误fallaway 分开fallback 降落原地;后退fallen-in 坍塌falling ball viscosimeter 落球粘度计falling body absolute gravimeter 落体式绝对重⼒仪falling body 落体falling dart test 落镖试验falling edge 下降沿falling film diluter 降膜稀释器falling film evaporator 降膜蒸发器falling head permeameter 变⽔头渗透率仪falling home 内倾falling needle viscometer 落针粘度计falling rock formation 塌落岩层falling sand abrasion test 落砂磨损试验falling sand stream 落砂流falling weather ⾬季falling weight impact test 落锤冲击试验falling 落下falling-ball impact test 落球冲击试验falling-pendulum apparatus 落锤式织物撕破强⼒测试仪falling-sphere damage test 落球法损伤测定falling-sphere viscometer 落球粘度计fallout 放射性尘降Falodus 法拉⽛形⽯属false acceptance 误接受false alarm probability 假警报概率false alarm 假警报false angle 假⾓false anisotropy 伪各向异性false anomaly 假异常false anticline 假背斜false beach 岸外坝false bedding 假层理false body 假稠性false bottom 假湖底false cap rock 假盖层false cleavage 假劈理false code ⾮法代码false color camouflage-detection film 假彩⾊伪装探测软⽚false color composite picture 假彩⾊合成false color density slicing 假彩⾊密度分割法false color representation 假彩⾊显⽰false color 假⾊false cropping 假露头false dip 假倾⾓false distance 虚距false easting 东移假定值false echo 假回波false folding 假褶皱作⽤false fusion 假熔false horizon 假地平false image 虚象false indications 伪显⽰false northing 北移假定值false oolite 假鲕粒false parallax 假视差false pressure 假压⼒false rejection 误拒绝false rotary 备⽤转盘false seismic event 假地震同相轴false set 假凝结false stem 艏切⽔材false threading 造扣false triggering 假触发false twist crimping 假捻卷曲false twist texturing 假捻变形false twister 假捻管false twisting 假捻false work 脚⼿架false zero 虚零false 不成⽴false-color enhanced image 假彩⾊增强图象false-twist friction unit 假捻摩擦组件falsie 假偏差falsification 失真falsify 篡改falsity 虚伪性faltering demand 衰退需求faltung integral 褶合积分faltung 褶合式;褶积falun 介壳泥灰岩fame 名望Famennian 法门阶familial 科的familiarity 熟悉familiarization 熟悉familiarize 使熟悉family curve 特性曲线family decline curves 递减曲线族family mold 集成塑模family of curves 曲线族family tree 系谱树family 族;系FAMOUS 法-美外洋海底勘探famp 风化⽯灰岩fan apex 冲积扇顶端fan apron ⼭麓冲积裙fan blower ⿎风机fan cleavage 扇状劈理fan cooler 风扇冷却器fan delta 扇状三⾓洲fan deposit 扇形沉积fan dial 扇形度盘fan facies model 扇相模式fan filtering 扇形滤波fan fold 扇状褶皱fan guide vane 风扇导叶fan of outwash sediment 冰⽔沉积扇fan out screw 松给进器快钻fan out 扇出fan pass 扇通fan plot 扇状图fan pulley 风扇⽪带轮fan pump 风扇式泵fan shooting 扇形激发fan structure 扇形构造fan terrace 扇阶地fan turbidite 扇浊积岩fan valley 扇⾕fan 冲积扇fan-beam scan 扇形射束扫描fan-filter 扇形滤波器fan-in factor 输⼊端数fan-in 扇⼊fan-like array 扇状组合fan-like mound 扇状丘fan-out factor 输出端数fan-segmentation 扇形分割fan-shaped alluvium 冲积扇fan-shaped anomaly 扇形异常fan-shaped anticline 扇形背斜fan-shaped beam 扇形波束fan-shaped delta 扇形三⾓洲fan-shaped fold 扇状褶皱fan-shaped structure 扇状构造fan-tail die 扇尾⼝模fan-talus 扇状岩屑锥fan-topped pediment 冲积扇覆盖的⼭前侵蚀平原fan-type fold 扇形褶皱fancy twister 花式捻线机fancy twisting 花式并捻fancy 想象⼒;幻想;精制的fanfold paper 扇形折纸fang ⽛齿;尖端;齿fanglomerate 扇砾岩fanhead 扇顶区fanion 测量旗fanjet ⿎风式喷⽓发动机;⿎风式喷⽓飞机fanlight 扇形窗Fann dial reading 范⽒刻度盘读数Fann rotational viscometer 范⽒旋转粘度计Fann viscometer 范⽒粘度计Fann viscosimeter 范⽒粘度计fanned bottom 减低钻压fanner 风扇fanning bottom ⼩钻压井Fanning equation 范宁公式Fanning friction factor 范宁摩擦系数fanning 扇形编组;吸尘;通风;扇形fantail 扇状尾;船尾甲板fantastic ⽆法实现的fantasy analogy 想象⼒类推法fantasy 幻想fantom 假想层;幻象;影象;剖视图faolite pipe 塑胶⽯棉管;法奥利特⽯棉管FAQ 码头交货FAQ 质量中等far detector 远探测器far infrared band 远红外区far infrared drying 远红外⼲燥far infrared heater 远红外加热器far infrared radiation 远红外辐射far infrared region 远红外区far offset trace 远炮检距道far producer 远离注⼊井的⽣产井far range 远距离far sight 远视;远见;远景far trace 远道far-end crosstalk 远端串⾳far-field approximation 远场近似far-field bubble period 远场⽓泡周期far-field diffraction 远场绕射far-field particle velocity 远场质点速度far-field recording 远场记录far-field signature 远场特征波形far-field spectrum 远场频谱far-field term 远场项far-field 远源场far-infrared spectrum 远红外光谱far-infrared 远红外的far-range shadow 远距离阴影far-red 远红外的far-seeing plan 远景规划far-ultraviolet 远紫外线的farad 法拉faradaic path 法拉第通路Faraday cage 法拉第筒Faraday effect 法拉第效应faraday 法拉第Faraday's law of induction 法拉第感应定律Faraday's law 法拉第定律faradism 感应电流faradmeter 法拉计fare 运费farewell buoy 港⼝最外边的浮标farewell rock 粗砂岩farewell sand ⼀个地区最下部的可能产油砂层farewell 告别;告别的;再见farinose 淀粉的纤维素;含粉的farm boss 产油矿区经理;采油监督⼈;⼯长;⼯头farm in 转让⼊farm out agreement 转租协议farm out 转让出farmee 矿权承租⼈farmer's oil 地产主应得的原油farmer's sand 即将钻到的油砂层;地产主的财产下⾯的油砂层farmer's well 浅井farmin 佃⼊farmor 转让⼈farmout agreement 出租协议farmoutee 矿权承租⼈farmouter 矿权转租⼈farnesane 法呢烷farnesene 法呢烯faro ⼩环礁farrago 混杂farrisite 透辉闪煌岩farvitron 分压指⽰器FAS 船边交货价FASB 财务会计标准委员会fasciculate 束状的;成束的〔结晶fasciculation 束状;束化fascicule 韵律层;束;分册fasciculite ⾓闪⽯Fasciolites 宽带⾍属fascircular texture 束状结构fashion 流⾏;风⽓;⽅式fasibitikite 负异钠闪花岗岩fasinite 橄云霞辉岩fasiostratotype 相层型fassil karst 古岩溶fast access memory 快速存取存储器fast access storage 快速存取存储器fast access 快速存取fast address 快速地址fast and loose pulley 固定轮和游滑轮fast capture 快中⼦俘获fast channel 快速通道fast coincidence circuit 快速重合电路fast coupling 硬性联轴节fast dip-moveout correction 快速倾⾓时差校正fast display station 快速显⽰台fast feed 快速给进fast fission capture 裂变fast forward wind 快速直绕fast Fourier algorithm 快速傅⽒算法fast Fourier transform 快速傅⽒变换fast hardening concrete 快硬混凝⼟fast hole digger 快速打洞机fast hydrating guar 速溶⽠尔胶fast ice zone 岸冰带fast ice 坚固冰fast line 快绳fast makeup 快速连接fast mean-free path 快中⼦平均⾃由程fast multiplier 快速乘法器fast neutron collimator 快中⼦准直器fast neutron cross section 快中⼦截⾯fast neutron flux 快中⼦通量fast neutron source 快中⼦源fast neutron 快中⼦fast parallel arithmetic 快速并⾏运算fast parameter 快参数FAST plot 圆柱⾯展开图fast pulley 固定轮fast pumping installation ⾼速抽油装置fast rewind 快速重绕fast sheave 快绳滑轮fast storage 快速存储器FAST 地层层⾯与井壁相交的模似迹线FAST 功能分析系统技术FAST 公式翻译程序的⾃动符号翻译程序FAST 公式及语句翻译程序FAST 压裂辅助蒸汽驱⼯艺fast-acting divereter 快速转换器fast-acting valve 快速作⽤阀fast-acting 快速的fast-neutron fission 快速裂变fast-rate variable-pulse generator 快速可变脉冲发⽣器fast-setting cement 快凝⽔泥fasten 扣紧fastener 接合件;钩扣fastening iron 保温钩fastening screw 固定螺钉fastening wire 绑札⽤铁丝fastening 连接;连接物;固定faster drilling 异常快钻进faster fibres 快速纤维faster penetration 快速钻进faster-burning propellant 速燃推进剂fastland ⼤陆;⾼地;⼲地fastline sheave 快绳滑轮fastness to alkali 耐碱度fastness to light 耐光度fastness to rubbing 耐磨度fastness to washing 耐洗度fastness 迅速;牢固;不褪⾊fat acid 脂肪酸fat asphalt 肥沥青fat clay 可塑性粘⼟fat coal 肥煤;长焰煤fat concrete 富混凝⼟fat gas 肥⽓fat lens 厚透镜体fat oil 富油fat price 巨⼤的代价fat soluble 脂溶性的fat solution 饱和溶液fat 脂肪;肥胖的fat-extracted 脱脂的fat-free extraction paper 脱脂提取纸fat-free filter paper 脱脂滤纸fatal accident 死亡事故fatal dose 致死剂量fatal error 致命错误fate 命运;毁灭;结局fath 英寻father file ⽗⽂件fathogram ⽔深图fathom curve ⽔深线fathom line 等深线fathom 英寻;测深;推测;揣摩fathometer chart 测深图fathometer 回声测深仪fathoming 测深fatigue bending test 耐弯曲疲劳试验fatigue break 疲劳断裂fatigue breakdown 疲劳损坏fatigue crack 疲劳开裂fatigue crack 疲劳裂缝fatigue criteria 疲劳判据fatigue endurance limit 耐疲劳极限fatigue failure 疲劳破坏fatigue fracture 疲劳折断fatigue life 疲劳寿命fatigue lifetime 疲劳寿命fatigue limit 疲劳极限fatigue machine 疲劳试验机fatigue point 疲劳点fatigue ratio 疲劳⽐fatigue resistance 抗疲劳性fatigue resistence 抗疲劳性fatigue rupture 疲劳破坏fatigue strength 疲劳强度fatigue stress 疲劳应⼒fatigue tester 疲劳试验机fatigue testing 疲劳试验fatigue wear 疲劳磨损fatigue 疲劳;使疲劳fatigure failure 疲劳破坏FATT 裂纹扩展转变温度fatty acid alkylolamine condensate 脂肪酸烷醇胺缩合物fatty acid emulsifier 脂肪酸乳化剂fatty acid sulfate 脂肪酸硫酸酯fatty acid 脂肪酸fatty acids 脂肪酸fatty alcohol 脂肪醇fatty amine 脂肪族胺fatty compound 脂肪族化合物fatty group 脂肪族;脂肪基fatty quaternary amine 脂肪族季胺盐fatty series 脂肪系fatty 脂的;多脂的faucet joiont 套筒接合faucet 放液嘴faujasite ⼋⾯沸⽯fault activity 断层活动性fault alarm 故障报警fault amplitude 垂直断距fault analysis 故障分析fault apron 断层冲积扇fault basin 断层盆地;断陷盆地fault bench 断层阶地fault block basin 断块盆地fault block oil reservoir 断块油藏fault block 断块fault boundary 断层边界fault branch 断层分叉fault breccia 断层⾓砾岩fault bundle 断层束fault clay 断层泥fault cliff 断层崖fault closure 断层圈闭fault coast 断层海岸fault complex 断层组合fault creep 断层蠕动fault crevice 断层裂隙fault current 故障电流fault dam 断层堤fault depression 断层坳陷fault detection 探伤fault detector 故障检测器fault diffraction 断层绕射fault dip 断层倾斜fault displacement 断层移距fault episode 断层幕fault escarpment 断层崖fault field 故障字段fault finder 探伤器fault finding 故障探测fault fissure 断层裂缝fault flexure 断层挠曲fault fluccan 断层泥fault fold 断层褶皱fault gap 断层峡⾕fault gathering zone 断层汇集带fault gouge 断层泥fault groove 断层刻槽fault group 断层群fault handling 故障处理fault heave 断层平错fault horst 断层地垒fault image 失真影象fault indicator 探伤器fault inlier 断层内围层fault intersection 断层交叉fault isolation code 故障分离码fault isolation 故障隔离fault ledge 断层崖fault line 断层线fault localization 障碍点测定;断层定位fault location 故障定位fault mechanism 断层机制fault mosaic 断层镶嵌fault mountain 断层⼭fault movement 断裂运动fault outcrop 断层露头fault outlier 孤残层fault pattern 断层型式fault pit 断层坑fault plane reflection 断⾯反射fault plane 断层⾯fault polish 断层磨光⾯fault population 断层群fault pug 断层粘泥fault ridge 断层脊fault rift 断层峡⾕fault rock 断层岩fault rubble 松散的断层⾓砾fault saddle 断层鞍状构造fault sag 地层下陷fault scarp 断层崖fault set 断层组fault sole 逆断层底⾯fault space 断层间隔fault splinter 连接两个平⾏断层末端的斜坡fault spring 断层泉fault strand 断层线fault striae 断层擦痕fault strike 断层⾛向fault style 断层样式fault subsidence 断层沉陷fault surface 断层⾯fault system 断层系fault tectonic 断层构造fault terrace 断层阶地fault throw 断距fault trace rift 断层沟;裂⾕fault trace 断层迹fault trap 断层圈闭fault tree analysis 故障树分析fault trench 深海槽fault trend 断层⽅向fault trough submarine valley 断槽海底⾕fault trough 断层槽fault valley 断裂⾕fault vein 断层脉fault wall 断层壁fault wedge 断层楔fault width 断层滑距fault zone 断裂带fault 故障fault-block architecture 断块构造fault-block closure 断块闭合构造fault-block gas reservoir 断块⽓藏fault-block mountain 断块⼭fault-block movement 断块运动fault-block topography 断块地形fault-block valley 断块⾕fault-bounded basin 断层限定盆地fault-closed anticline 断层封闭背斜fault-controlled taphrogenic belt 断层控制地裂带fault-fold structure 断层-褶皱构造fault-folding 断层-褶皱fault-fragmented 断层破碎的fault-free ⽆故障的fault-juxtaposed sands 断层并置砂岩fault-like feature 断层状构造fault-line accumulation 沿断层线聚集fault-line scarp 断层线崖fault-line valley 断层线⾕fault-modified closure 断层变位闭合fault-modified 断层变形的fault-related topography 受断层影响的地形fault-scarp shoreline 断崖滨线fault-screened hydrocarbon reservoir 断层遮挡油⽓藏fault-structure lake 断层构造湖fault-tilted structure 断挠构造fault-time 故障时间fault-tolerant computer 容错计算机fault-tolerant technique 容错技术fault-warp 断层翘曲faultage 断层faulted anticlinal trap 断裂背斜圈闭faulted basin 断陷盆地faulted bedding plane 错动层⾯faulted block 断块faulted deposit 断裂沉积faulted en echelon 雁⾏断层faulted flexure 断裂挠曲faulted fold 断裂褶皱faulted overfold 断裂倒转褶皱faulted segment 层错断⽚faulted structure 断裂构造faulted trough 地堑faulted upfold 断裂隆起褶皱faulted zone 断层带;断裂带faulted 断裂的faulting recurrence 断层复活faulting stress 断裂应⼒faulting 断层作⽤;断裂faulty component 有⽑病的组件faulty concrete 劣质混凝⼟faulty insulator 漏电绝缘⼦faulty lubrication 不准确润滑faulty operation 错误操作faulty part 报废零件faulty soldered joint 不良的焊接接缝faulty tape 坏磁带;记录已坏的磁带faulty 缺点多的fauna 动物群faunal break 动物化⽯群缺失faunal differentiation 动物分异faunal stage 动物群阶faunal succession 动物群序列faunal zone 动物群带faunichron 动物群时faunistic 动物群的faunizone 动物群带faunle 微动物群Faust's equation 福斯特⽅程Faust's law 福斯特定律Fauvelle 法维勒钻井法Favididae 巢珊瑚科Faville-Lavally tester 法维叶-勒伐利极压试验器Favolithora ⾖⽯favor 好意favorable condition 优惠条件favorable mobility ratio 有利流度⽐favorable structure 有利构造favorable 有利的;顺利的favourable balance 顺差fawshmotron 微波振荡管fax 传真机;传真通信faxcasting 电视⼴播fayalite 铁橄橄⽯Faye anomaly 法雅异常Faye reduction 法雅归算FB 弹性预算FB 反馈FBC 流化床燃烧器FBF 摩擦-滚珠-摩擦FBH 坏井眼标志FBHP 井底流动压⼒FBHPF 终井底流压FBHPSI 最终关井井底压⼒fbp 终沸点FBP 最终恢复压⼒FBR GL 玻璃纤维FBS 全井眼流量计探头FBS 全井眼涡轮流量计FBS 最终压⼒恢复曲线斜率FBT 炉膛温度FBT 燃料油压载舱FC 变频器FC 浮箍FC 固定碳FC 快速通道FC 励磁线圈FC 流量控制FC 油⽥编码FCAL 井径标志FCAW 焊剂⼼焊丝电弧焊FCC 假彩⾊合成FCC 流化催化裂化FCD 疲劳裂纹探测仪FCI 液控学会FCL 铁铬⽊质素磺酸盐FCP 开井套压FCP 最终循环压⼒FCS ESSO 公司的野外计算机系统FCST 联邦科学技术委员会FCTA temprature 初始结晶温度FCV 空柱体积FCV 流量控制阀FD 倍频器fd 法拉FDBK 反馈FDC 补偿地层密度测井FDL 地层密度测井FDL 流体密度测井fdm 频率划分多路传输FDT 流体密度测井仪FDV 浮点除FDW 给⽔Fe stabilizer 铁离⼦稳定剂FE 频率效应Fe 铁FE 现场⼯程师Fe-laden acid 含铁酸FEA 美国联邦能源局FEA 有限元分析feasibility analysis 可⾏性分析feasibility assessment 可⾏性评价feasibility of waterflooding 注⽔可⾏性feasibility prediction 可⾏性预测feasibility report 可⾏性报告feasibility screening 可⾏性筛选feasibility study 可⾏性研究feasibility test 可⾏性试验feasibility 可⾏性feasible project 可⾏项⽬feasible region 可⾏区域feasible solution 可⾏解feasible 可⾏的feather edge 尖灭feather fracture ⽻状断裂feather joint ⽻状节理feather key 导向键feather pattern ⽻状组合feather piece 刺feather slotted liner 梯形割缝衬管feather tongue 键feather ⽻⽑feathered slot 梯形割缝feathered stroke 轻接触feathered structure ⽻状构造feathered ⽻⽑状的;薄边的;飞速的featheredging 油层变薄feathering angle ⽻⾓;⽔平旋转⾓feathering out 变细feathering 拖缆偏转featherway 滑键槽feature article 专题⽂章feature extraction 特征抽取feature ordering 特征排序feature recognition technique 图形识别法feature selection approach 特征选择⽅法feature 特征;地貌featureless ⽆特征的FEB 电⼦功能块febetron 冷阴极脉冲β射线管fecal casting 粪便铸型fecal pellet muds 粪粒泥FED ⽕焰发射检测器FED 四电极地层倾⾓测井仪feder joint =feather jointFederal Council for Science and Technology 联邦科学技术委员会Federal Energy Agency 联邦能源局Federal Energy Regulatory Commission 联邦能源管理委员会Federal Power Commission 联邦动⼒委员会Federal regulation 美国联邦政府法规Federal Specification 联邦标准Federal Test Method Standards 联邦试验⽅法标准federal 联邦政府的federation 联合fee simple 个⼈拥有的⼟地fee tail 指定继承⼈继承的不动产fee 报酬feeble current line 微弱电流线路feeble signal 微弱信号feed arm 馈电臂feed bin 供应仓库feed cable 馈电电缆feed circuit 供电电路feed composition 原料组分feed control 进料控制;控制钻头给进;钻头加压控制feed current 馈电电流;阳极电流的直流分量feed flexibility 原料灵活性feed flow 供液feed gas compressor 原料⽓压缩机feed gas 进⽓feed grinding 横向进磨法feed hole 磁带输送孔feed mechanism 给进机构feed motion 结进运动feed nozzle 进料嘴feed of drill 钻头给进feed off 松刹把放钢丝绳feed preheater 进料预热器feed preparation unit 进料预处理装置feed preparation 进料制备feed pressure 给进压⼒feed pull maximum 最⼤提升⼒feed pump 进料泵feed range 钻头进尺数feed rate ratio 进料⽐率feed rate 进料速度;给进速率feed reel 馈给卷盘;缆给放架盘;给进卷筒feed regulator 进料调节器feed slot ⾛纸槽feed stock cost 原料成本feed switchboard 馈电配电盘feed system 供给系统feed tank 供液罐feed tray 进料塔板feed valve 给料阀feed water 补给的⽔feed well 给⽔井feed zone 进料段feed 供给feed-through capacitor 旁路电容器feed-through connection 直通连接feed-through connector 直通插头feed-through sampler 馈通式取样器feedback admittance 反馈导纳feedback amplifier characteristic 反馈放⼤器特性feedback amplifier 反馈放⼤器feedback assembly 反馈装置feedback circuit 反馈电路feedback coil 反馈线圈feedback connection 反馈连接feedback control 反馈控制feedback controller 反馈控制器feedback coupling 反馈耦合feedback differentiator 反馈微分器feedback factor 反馈因数feedback filter 反馈滤波器feedback forecasting technique 反馈预测法feedback gain 反馈增益feedback loop 回授电路feedback matrix 反馈矩阵feedback policy 反馈策略feedback signal 反馈信号feedback solution 反馈解feedback system 反馈系统feedback tap 反馈抽头feedback-system automation 反馈系统⾃动化feeder cable 输电电缆feeder channel 补给⽔道feeder fracture 汇输裂缝feeder head 给进头feeder hopper 进料⽃feeder line 集油⽀线feeder panel 馈电盘feeder pay 供油层feeder pump 进料泵feeder system 供料系统feeder 补给河流feedforward compensation 前馈补偿feedforward connection 前馈连接feedforward control 前馈控制feedforward matrix 前馈矩阵feedforward network 前馈⽹络feedforward 前馈feedhead 浇灌突出⼝feeding area 补给区feeding burrow 觅⾷潜⽳feeding channel 供应孔道feeding device 给进装置feeding point 馈电点feeding structure 觅⾷构造feeding trail 觅⾷遗迹feeding 给⾷feedleg 风动钻架;⽓腿feedstock conversion 进料转化率feedstock 原料;进料feedthrough 馈⼊装置;馈通;连接线feedthru capacitor 旁路电容器feedthru =feed-throughfeedway 供给装置;发射装置;输送装置feel ahead 钻⼩井眼feel 触feeler arm 探测臂feeler blade 测隙⽚feeler gage 厚薄规feeler plug 测孔规feeler 试探;探针feero-chromo-lignosulfonate 铁铬⽊质素磺酸盐feerod 铁氧体棒feet per hour 英尺⼩时feet per second 英尺秒feet 英尺Fehling's solution 费林溶液Fejer kernel window 费杰核窗FEL 压裂评价测井feld field ⽆油⽓地区felder 镶嵌地块feldsarenite 长⽯砂屑岩feldspar 长⽯feldspar-basalt 长⽯质⽞武岩feldspar-knot gneiss 珍珠状⽚⿇岩feldsparization 长⽯化作⽤feldspath 长⽯feldspathic arenite 长⽯质砂岩feldspathic graywacke 长⽯质杂砂岩feldspathic litharenite 长⽯质岩屑砂岩feldspathic polylitharenite 长⽯质复岩屑砂岩feldspathic quartzine 长⽯质⽯英岩feldspathic sandstone 长⽯质砂岩feldspathic subgraywacke 长⽯质亚杂砂岩feldspathic wacke 长⽯质⽡克岩feldspathic 长⽯质的feldspathide 副长⽯类feldspathization 长⽯化feldspathoid 副长⽯类feldspathoidite 似长⽯岩;副长⽯岩feldspatite 长⽯岩feller 伐⽊⼯felloe 轮缘fellow 同事fellowship 交情felly =felloefelsenmeer ⽯海felsiphyric texture 显微隐晶斑状结构felsite 霏细岩felsoandesite 霏细安⼭岩felsocalstic texture 霏细碎裂结构felsophyre 霏细斑岩felsophyric texture 霏细斑状结构felsophyrite 霏细玢岩felsosphaerite 霏细球粒felt asphalt 油毡沥青felt filter 毡滤器felt paper 绝缘纸felt seal 毡密封felt washer 毡垫圈felt 毡felt-ring 毡环felt-wick lubricator 油毡接触润滑器felty texture 毡状结构FEM Sounding 频率域电磁测深FEM system 频率域电磁测深系统FEM 有限元法female connection 阴螺纹接头female contact 塞孔接点female coupling tap 母锥female drill rod tap 钻杆打捞母锥female ell 阴螺纹弯头female end of pipe 管⼦承头female fishing tap 打捞母锥female packing brass 内填料铜衬套female plug 插座female receptacle 塞孔盘female screw 阴螺纹female spline 内花键female surface 包容⾯female thread 内螺纹female union 活接头扣圈female 阴螺纹;雌性的female-male reducer 两端分别带有内外螺纹的⼤⼩头femic 铁镁质femto 飞femto 飞母托femtogram 毫微微克femtometer 飞⽶fen 沼泽fence diagram 栅状图fence effect 篱笆效应fence gang 管道防护物维修队fence section 栅状剖⾯图fence 围栏fence-jack 抽油拉杆的上紧设备fenchane 葑烷fenchene 葑烯fenchenic acid 葑烯酸fender wall 防护墙fender 保护板fending groin 防护堤Fenestella ⽹格苔藓⾍属fenestra 构造窗fenestrae fenestra的复数fenestral fabric ⽹格状组构fenestral porosity ⽹格孔隙fenestral 窗状的fenestrate 穿孔的;假孔粉fenestrated ⽹状的fenetre 蚀穿掩冲体fenite 霓长岩fenitization 霓长岩化fenland 沼泽地;⼲沼泽fenny 沼泽的Fenske equation 芬斯克公式fenster 构造窗fenstral fabric ⽹格状组构fenstral porosity ⽹格孔隙FEP 氟化⼄丙烯FER 前机舱ferberite 钨铁矿FERC 联邦能源管理委员会ferfeiture 罚款Ferganoconcha 费尔⼲蚌属Fermat number 费马数Fermat path 费马路径Fermat's principle 费马原理Fermat's ray paths 费马射线路径ferment 酵fermentation gas 发酵⽓fermentation liquor 发酵液fermentation 发酵;激动;动荡fermentative bacteria 发酵细菌Fermi level 费⽶能级fermi 费⽶fermion 费⽶⼦fermium 镄fern ⽺齿fernane ⽺齿烷fernico seal 铁镍钴合⾦接点fernico 铁镍钴合⾦ferractor 铁氧体磁放⼤器;铁电振荡器ferrallite 铁铝⼟ferramic 粉末状的铁磁物质Ferranti-shirley viscometer 费伦提-雪莱粘度计Ferraris instrument 费拉⾥感应测试仪器。
隧道英语词汇
隧道掘进机 tunnel boring machine 铁路隧道施工规范TB10204-2002围岩自稳时间 rock-self stability time 铁路隧道施工规范TB10204-2002松散压力 loosing pressure 铁路隧道施工规范TB10204-2002形变压力 clastic pressure 铁路隧道施工规范TB10204-2002全断面开挖法 full face excavation method 铁路隧道施工规范TB10204-2002正台阶法 bench cut method 铁路隧道施工规范TB10204-2002环形开挖预留核心土法 ring cut method 铁路隧道施工规范TB10204-2002双侧壁导坑法 both side drift method 铁路隧道施工规范TB10204-2002中洞法 center drift excavation method 铁路隧道施工规范TB10204-2002中隔壁法(CD法) center diagram method 铁路隧道施工规范TB10204-2002交叉中隔壁法(CRD法) center cross diagram method 铁路隧道施工规范TB10204-2002岩爆 rock burst 铁路隧道施工规范TB10204-2002浅孔爆破 short hole blasting 铁路隧道施工规范TB10204-2002深孔爆破 long hole blasting 铁路隧道施工规范TB10204-2002光面爆破 smooth blasting 铁路隧道施工规范TB10204-2002预裂爆破 presplitting 铁路隧道施工规范TB10204-2002锚喷支护 shotcrete and rock bolt support 铁路隧道施工规范TB10204-2002钢架 steel frame or beam support 铁路隧道施工规范TB10204-2002超前支护 advanced support 铁路隧道施工规范TB10204-2002管棚 pipe-roof protection 铁路隧道施工规范TB10204-2002小导管预注浆 small pipe-roof protection 铁路隧道施工规范TB10204-2002超前锚杆 pioneer rock bolt 铁路隧道施工规范TB10204-2002预注浆 pioneer grouting 铁路隧道施工规范TB10204-2002回填注浆 back filling grouting 铁路隧道施工规范TB10204-2002干喷 dry shotcrete 公路隧道施工技术规范初喷 first shotcrete(aplication of first shotcrete)公路隧道施工技术规范复喷 subsequent shotcrete(aplication of shotcrete)公路隧道施工技术规范锚杆 rock bolt 公路隧道施工技术规范中岩墙(中岩柱、中夹岩) wall of rock in neighborhood tunnel 公路隧道施工技术规范监控量测 monitoring measurement 公路隧道施工技术规范超前地质预报 geological prediction 公路隧道施工技术规范瓦斯 gas 公路隧道施工技术规范瓦斯浓度 gas concentration 公路隧道施工技术规范围岩 surrounding rock 铁路隧道设计规范(TB10003-2005)围岩压力 surrounding rock pressure 铁路隧道设计规范(TB10003-2005)围岩分级 surrounding rock classification 铁路隧道设计规范(TB10003-2005)初始地应力场 initial ground-stress field 铁路隧道设计规范(TB10003-2005)作用 action 铁路隧道设计规范(TB10003-2005)荷载 load 铁路隧道设计规范(TB10003-2005)容许应力设计法 allowable stress design method 铁路隧道设计规范(TB10003-2005) 破损阶段设计法 plastic stage design method 铁路隧道设计规范(TB10003-2005)概率极限状态设计法 probability limit state design method 铁路隧道设计规范(TB10003-2005)可靠性 reliability 铁路隧道设计规范(TB10003-2005)设计基准期 design relerence period 铁路隧道设计规范(TB10003-2005)安全等级 safty classes 铁路隧道设计规范(TB10003-2005)承载能力极限状态 ultimate limit states 铁路隧道设计规范(TB10003-2005)正常使用极限状态 service-ability limit states 铁路隧道设计规范(TB10003-2005)可靠指标 reliability index 铁路隧道设计规范(TB10003-2005)失效概率 probability of structural failure 铁路隧道设计规范(TB10003-2005)作用代表值 representative value of actions 铁路隧道设计规范(TB10003-2005)作用标准值 characteristic value of actions 铁路隧道设计规范(TB10003-2005)作用设计值 design value of act ions 铁路隧道设计规范(TB10003-2005)作用效应 effects of actions 铁路隧道设计规范(TB10003-2005)作用的组合 combination of actions 铁路隧道设计规范(TB10003-2005)材料性能标准值 characteristic value of a material property 铁路隧道设计规范(TB10003-2005)几何参数标准值 nominal value of geometrical parameter 铁路隧道设计规范(TB10003-2005)几何参数设计值 design value of geometrical parameter 铁路隧道设计规范(TB10003-2005)分项系数 partial coefficient 铁路隧道设计规范(TB10003-2005)抗力 reaction 铁路隧道设计规范(TB10003-2005)地震动参数 seismic ground motion parameter 铁路隧道设计规范(TB10003-2005) 地震动峰值加速度 seismic peak ground acceleration 铁路隧道设计规范(TB10003-2005)公路隧道 road tunnel 公路隧道设计规范(JTG D70-2004)山岭隧道 mountain tunnel 公路隧道设计规范(JTG D70-2004)岩石质量指标 Rock Quality Designation(RQD) 公路隧道设计规范(JTG D70-2004)岩体分级 rock mass classification 公路隧道设计规范(JTG D70-2004)环境调查 environmental survey 公路隧道设计规范(JTG D70-2004)水文调查 hydrological survey 公路隧道设计规范(JTG D70-2004)地质调查 geological survey 公路隧道设计规范(JTG D70-2004)隧道涌水 water inflow into tunnel 公路隧道设计规范(JTG D70-2004)偏压 unsymmetrical pressure 公路隧道设计规范(JTG D70-2004)新奥法 NATM(New Austrian Tunneling Method) 公路隧道设计规范(JTG D70-2004)净空断面(内轮廓) inner section 公路隧道设计规范(JTG D70-2004)洞门 portal 公路隧道设计规范(JTG D70-2004)衬砌 lining 公路隧道设计规范(JTG D70-2004)仰拱 invert 公路隧道设计规范(JTG D70-2004)小净距隧道 neighburhood tunnel 公路隧道设计规范(JTG D70-2004)联拱隧道 multi-arch tunnel 公路隧道设计规范(JTG D70-2004)竖井 vertical shaft 公路隧道设计规范(JTG D70-2004)斜井 incline, incline shaft 公路隧道设计规范(JTG D70-2004)横通道 horizontal adit 公路隧道设计规范(JTG D70-2004)超前导坑 advancing drift 公路隧道设计规范(JTG D70-2004)通风 ventilation 公路隧道设计规范(JTG D70-2004)照明 lighting 公路隧道设计规范(JTG D70-2004)地铁 metro,underground railway,subway 地铁设计规范(GB50157-2003)城市轨道交通 urban rail transit, mass transit 地铁设计规范(GB50157-2003)设计使用年限 designed lifetime 地铁设计规范(GB50157-2003)运营概念 operation concept 地铁设计规范(GB50157-2003)旅行速度 operation speed 地铁设计规范(GB50157-2003)限界 gauge 地铁设计规范(GB50157-2003)正线 main line 地铁设计规范(GB50157-2003)辅助线 assistant line 地铁设计规范(GB50157-2003)联络线 connecting line 地铁设计规范(GB50157-2003)试车线 testing line 地铁设计规范(GB50157-2003)轨道结构 track structure 地铁设计规范(GB50157-2003)轨距 gauge of track 地铁设计规范(GB50157-2003)无缝线路 seamless track 地铁设计规范(GB50157-2003)整体道床 monolithic track-bed 地铁设计规范(GB50157-2003)路基 subgrade 地铁设计规范(GB50157-2003)车站公共区 public zone of station 地铁设计规范(GB50157-2003)站台计算长度 computed length of platform 地铁设计规范(GB50157-2003)无缝线路纵向水平力 longitudinal horizontal force of seamless track 地铁设计规范(GB50157-2003)无缝线路断轨力 broken rail force of seamless track 地铁设计规范(GB50157-2003)明挖法 cut and cover 地铁设计规范(GB50157-2003)盖挖顺筑法 cover and cut-bottom up 地铁设计规范(GB50157-2003)盖挖逆筑法 cover and cut-top down 地铁设计规范(GB50157-2003)矿山法 mining method 地铁设计规范(GB50157-2003)盾构法 shield method 地铁设计规范(GB50157-2003)沉管法 immersed tube method 地铁设计规范(GB50157-2003)防水等级 grade of waterproof 地铁设计规范(GB50157-2003)变形缝 deformatio joint 地铁设计规范(GB50157-2003)刚柔结合的密封区 rigid-flexible joint of sealed zone 地铁设计规范(GB50157-2003)开式运行 open made operation 地铁设计规范(GB50157-2003)闭式运行 close made operation 地铁设计规范(GB50157-2003)活塞通风 piston action ventilation 地铁设计规范(GB50157-2003)合流制排放 combined sewer system 地铁设计规范(GB50157-2003)集中式供电 centralized power supply mode 地铁设计规范(GB50157-2003)分散式供电 distibuted power supply mode 地铁设计规范(GB50157-2003)混合式供电 combined power supply mode 地铁设计规范(GB50157-2003)主变电所 high volyage substation 地铁设计规范(GB50157-2003)牵引降压混合变电所 combined substation 地铁设计规范(GB50157-2003)杂散电流 stray current 地铁设计规范(GB50157-2003)同步数字传输系统 synchronous digital hierarchy transmission system(SDH) 地铁设计规范(GB50157-2003)全球定位系统 global position system(GPS) 地铁设计规范(GB50157-2003)列车自动控制 automatic train control(ATC) 地铁设计规范(GB50157-2003)列车自动监控 automatic train supervision(ATS) 地铁设计规范(GB50157-2003)列车自动防护 automatic train protection(ATP) 地铁设计规范(GB50157-2003)列车自动运行 automatic train operation(ATO) 地铁设计规范(GB50157-2003)调度集中 centralized traffic control(CTC) 地铁设计规范(GB50157-2003)自动人行道 moving pavement 地铁设计规范(GB50157-2003)自动售检票系统 automatic fare collection 地铁设计规范(GB50157-2003)火灾自动报警系统 fire alarm system(FAS) 地铁设计规范(GB50157-2003)区域报警系统 local alarm system 地铁设计规范(GB50157-2003)集中报警系统 remote alarm system 地铁设计规范(GB50157-2003)环境与设备监控系统 building automatic system (BAS) 地铁设计规范(GB50157-2003)系统集成 system integration(SI) 地铁设计规范(GB50157-2003)运营控制中心 operation control center(OCC) 地铁设计规范(GB50157-2003)集中监控和管理 concentration supervisory control and management 地铁设计规范(GB50157-2003)车辆段 depot 地铁设计规范(GB50157-2003)停车场 stabling yard 地铁设计规范(GB50157-2003)检修修程 examine and repair program 地铁设计规范(GB50157-2003)检修周期 examine and repair period 地铁设计规范(GB50157-2003)湿陷性黄土 collapsible loess 湿陷性黄土地区建筑规范GB50025-1989非湿陷性黄土 noncollapsible loess 湿陷性黄土地区建筑规范GB50025-1990自重湿陷性黄土 loess collapsible under overburden pressure 湿陷性黄土地区建筑规范GB50025-1991非自重湿陷性黄土 loess noncollapsible under overburden pressure 湿陷性黄土地区建筑规范GB50025-1992新近堆积黄土 recently deposited loess 湿陷性黄土地区建筑规范GB50025-1993压缩变形 compression deformation 湿陷性黄土地区建筑规范GB50025-1994湿陷变形 collapse deformation 湿陷性黄土地区建筑规范GB50025-1995湿陷起始压力 initial collapse pressure 湿陷性黄土地区建筑规范GB50025-1996湿陷系数 coefficient of collapsibility 湿陷性黄土地区建筑规范GB50025-1997自重湿陷系数 coefficient of collapsibility under overburden pressure 湿陷性黄土地区建筑规范GB50025-1998自重湿陷量的实测值 measured collapse under overburden presure 湿陷性黄土地区建筑规范GB50025-1999自重湿陷量的计算值 computed collapse under overburden 湿陷性黄土地区建筑规范GB50025-2000湿陷量的计算值 computed collapse 湿陷性黄土地区建筑规范GB50025-2001剩余湿陷量 remnant collapse 湿陷性黄土地区建筑规范GB50025-2002防护距离 protection distance 湿陷性黄土地区建筑规范GB50025-2003防护范围 area of protection 湿陷性黄土地区建筑规范GB50025-2004。
复合材料双悬臂梁试验Ⅰ型分层扩展的三维近场动力学模拟
复合材料双悬臂梁试验Ⅰ型分层扩展的三维近场动力学模拟姜晓伟; 汪海【期刊名称】《《科学技术与工程》》【年(卷),期】2019(019)021【总页数】6页(P35-40)【关键词】复合材料; 近场动力学; Ⅰ型分层扩展; 双悬臂梁试验【作者】姜晓伟; 汪海【作者单位】上海交通大学航空航天学院上海200240【正文语种】中文【中图分类】O351.2纤维增强复合材料在航空结构中已经得到广泛的应用,主要源于其比刚度、比强度很高、热膨胀系数很低以及优良的抗疲劳特性。
在复合材料结构设计中,由于复合材料的昂贵,设计人员往往需要采用一定的分析手段来取代试验。
这其中,涉及到复合材料损伤扩展的分析,传统解析方法所能提供的结果比较有限,公开资料中,数值分析方法已经成为主流的分析方法。
分层损伤作为复合材料结构的主要损伤模式之一,是纤维增强复合材料结构设计与分析中需要着重考量的关键因素[1—4]。
目前复合材料分层损伤的分析主要采用有限元法,具体技术包括粘接元(cohesive zone method, CZM)和虚拟裂纹闭合技术(virtual crack closure technique, VCCT)。
尽管这些分析手段已经能够解决很多分层损伤的问题[5—7],通常情况下,这些技术需要预先设置分层的扩展路径,这对很多实际的工程问题来说是很困难的。
此外,正如这些研究工作[8—10]中指出的,构建于连续介质力学基础上的有限元方法,理论上与复材分层扩展带来的空间不连续性相冲突,这种冲突常常会引起分层前缘的收敛性问题。
近年来,Silling 教授等[11—13]提出的近场动力学理论(peridynamics,PD)作为计算力学领域的前沿性理论,在复合材料损伤扩展分析中体现出了一定的优势。
近场动力学已经被成功地应用于复合材料的损伤分析,并能够捕捉分层损伤。
Askari 等[8,14]给出了复合材料层板低速冲击下的层间分层损伤。
地震的英语作文(优秀7篇)
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航海及海运专业英语词汇(F1)
航海及海运专业英语词汇(F1)航海及海运专业英语词汇(F1)航海及海运专业英语词汇(F1)f application for space 货运舱位申请f flemish down 平盘f layer 电离层f racon 雷达定频应答器f fastf fathomf finef fogf frequencyf-layer 电离层f.ast 同下f.o.d.abs 同上f.p.a.abs 同上f.p.a.unless 同上f.v. 见fvslfa for account offaber viscosimeter 法贝尔粘度计fabric belt 帆布皮带fabric disc 布砂轮fabric 编织品fabric 编织品;构造;建筑物;工厂fabricate block 预制分段fabricate 制造fabricate 组合fabricated bow 钢板焊接船首fabricated ship 分段装配船fabricated ship 组合船fabricated stem 钢板装配船首材fabricated stern frame 组合船尾肋骨fabricated structure 装配式结构fabricated vessel 分段装配船fabricated vessel 组合船fabricated 组合的fabricating shop 分段建造车间fabricating shop 分段建造车间船体加工车间fabrication cost 建造费用fabrication dispatch 制造工艺卡fabrication line 装配线fabrication platform 装焊平台fabrication practice 加工方法fabrication process 生产程序fabrication property 加工性能fabrication reliability 制造可靠性fabrication 制造fabricator 制造者fabricator 装配工金属加工厂faccimile system for private use 专用传真系统face angle 面角钢face bar 面板加强材face bar 面材face bar 面材面板加强材face bend 表面弯曲face cam 平面凸轮face cavitation 推进面空泡face cavitation 叶面空泡face contact 按压接触face contact 接压接触face cutting 平面切削face grinding 平面磨削face guard 防护面具face hair crack 表面发裂face hammer 平锤face hardening 表面硬化face joint 表面接合face mask 防毒面具face mask 面罩face of joint 接合面face of propeller blade 螺旋桨桨叶压力面face of propeller 推进器的受力面face of tooth 齿面face of weld 焊缝表面face of weld 焊缝表面焊接面face pitch ratio 叶面螺距比face pitch 叶面螺距face plate of foundation 基座面板face plate 面板face plate 面板花盘face pressure 表面压力face shield 面罩face spanner 端面扳手face to face international individuality service 面对面型国际核心服务face up 刮平face up 刮平本刮face up 滑配合;对研face value 票面价值face width 面宽face 面face-hardened 表面硬化的face-sheet (夹层结构face-sheet 面板face-to-face joint 平面直接接合faced joint 表面接合faced surface 包削面faced surface 配刮面faced surface 配刮面车削面faced 面向的facelift 整顿刷新faceplate controller 平触点控制器faceplate starter 平触点起动器faceplate 面板n.面板花盘faceplate 面板花盘faceshield 面罩facilitation committee 便利运输委员会facilitation committee 便利运输委员会便利运输委员会facilitation of international maritime traffic 1965 《1965年国际便利海上运输公约》facilities administration control and time schedule 设备管理控制和时间调度程序facilities for transportation 运输设备facilities 工具设备装备facilities 设备facility control console 设备控制台facility design criteria 设备设计标准facility for finding employment of seamen 海员职业介绍所facility for repair 维修设备facility 工具facility 工具设备装备工厂试验室试验台试验基地设备facing edger 敷面刨边机facing lathe 平面车床facing plate of sea chest 海水吸入箱座板facing ring 垫圈facing sand 复面砂facing slab 面板facing up 滑配合facing 敷面;面对;着色facing 敷面面对着色复面facing 复面facing-up 滑配合刮平facing-up 滑配合刮平配刮facsimile chart 传真气象图facsimile band 传真信号频带facsimile chart 传真图facsimile chart 传真图传真气象图facsimile communications system 传真通信系统facsimile equipment 传真机facsimile equipment 传真装置facsimile marking machine 电传真号料机facsimile marking 电传真号料facsimile radio 无线电传真facsimile receiver 传真电报接收机facsimile receiver 传真接收机facsimile recorder set 传真记录设备facsimile recorder 传真记录器facsimile signal 传真信号facsimile system 传真系统facsimile telegram 传真电报facsimile telegraph 传真电报facsimile telegraphy 传真电报facsimile transmission 传真发送facsimile transmissions 传真台facsimile weather map 传真天气图facsimile 传真facsimile 传真传真facsimile 传真影印本facsimilechart 传真气象图facsmile 传真factice factisfactitious statism characteristic method 虚有差特性法factitious 人为的factor of assurance 安全系数factor of cargo permeability 货物渗透率因数factor of evaporation 蒸发系数factor of expansion 膨胀系数factor of merit 灵敏值factor of quality 品质因数factor of quality 品质因素factor of quality 质量因数factor of reserve 储备系数factor of safety 安全系数factor of safety 安全系数安全因数factor of subdivision 分舱系数;分舱因数factor of subdivision 分舱系数隔舱因数factor of subdivision 分舱因数factor of subdivision 隔舱因数factor of survivability 残存性因数factor service 要素服务factor 因数factor 因数因素因子factor 因素factorage 代理行业代理商的手续费或佣金factorial 阶乘因数的factorization 因子分解编制计算程序factory acceptance test specification 工厂验收试验规范factory acceptance test 工厂验收试验factory assembled system 厂装方式factory cost 制造成本factory expense analysis 制造费用分析factory illumination 工厂照明factory illumination 工厂照明工场照明factory number 出厂编号factory of fishing vessel 渔类加工船factory on dock 船坞工厂factory ship 工作船factory test 工厂试验factory vessel 工作船factory 工厂factory 工厂工场factory 工厂工场加工船facultative reinsurance 临时分保facultative reinsurance 临时分保临时再保险facultative reinsurance 临时再保险fade area 盲区fade area 衰落区盲区fade down 图像消失fade down 图像消失逐渐消隐fade down 逐渐消隐fade in 图像渐显fade in-out 淡入淡出fade out 图像渐隐fade up 图像增亮fade zone 消失区fade 淡入fade 淡入n.淡入fade 减弱fade-down 逐渐消失fade-in n. 渐显fade-in 渐显fade-out n. 渐隐fade-out 渐隐fade-over n. 淡出淡入fade-over 淡出淡入fader 音量控制器fader 音量控制器;混频电位器fader 音量控制器n.音量控制器fading bandwidth 衰落带宽fading depth 衰落深度fading margin 衰落储备fading period 衰减周期fading rate 衰落率fading spectrum 衰落频谱fading 衰减fading 衰落;褪色;消失fag end 散边;散端;到头了fag end 散边散端到头了faggot fender 捆条碰垫fahrenheit scale 华氏温标fahrenheit degree 华氏度fahrenheit scale 华氏温度刻度fahrenheit temperature 华氏温度fahrenheit thermometer 华氏温度表fahrenheit thermometer 华氏温度计fahrenheit 华氏度数fahrenheit 华氏温标fahrenheit 华氏温度华氏温度计华氏温标华氏的fahrenheit 华氏温度计华氏温标fahrenheit 华氏温度计华氏温标华氏的fahrenheit 华氏温度计华氏温标华氏度数fahrenheitscale 华氏温标fail safe system 故障安全系统fail safety 故障安全性fail soft 故障弱化fail 失败fail-open 出故障时自动打开fail-open 应急开放fail-passive 故障消极防护的fail-safe design 故障安全设计fail-safe facility 故障安全设施fail-safe operation 自动防止故障运转fail-safe test 安全可靠性试验fail-safe test 故障安全性试验fail-safe 自动防止故障的fail-soft 故障弱化的failsafety (部件损坏failure analysis report 故障分析报告failure analysis 故障分析failure cause data report 故障原因数据报告failure circuit 故障电路failure condition 故障情况failure correction system 故障校正系统failure crack 裂断failure current 故障电流failure density function 故障密度函数failure density function 故障频率函数failure density 故障密度failure detection 故障检测failure detection 故障检验failure frequency 故障频率failure in remote equipment 远方设备故障failure indicator 故障指示器failure load 破坏载荷failure logging 故障记录failure mode and effect analysis 故障模式及影响分析failure occurrence 故障发生failure of apparatus 装置失效failure of lubricating oil 润滑油故障failure of performance 未履行合同failure prediction 故障预测failure rate 故障率failure rate 故障率失效率failure rate 平均故障率failure record 故障记录failure recovery 故障排除failure report 故障报告failure stress 破坏应力failure testing 故障检测failure to actuate 不动作failure to deliver clause 未交货条款failure to perform an obligation 未履行义务failure tree analysis 故障树分析failure warning circuit 故障警报电路failure 故障failure 失败failure 失灵failure-free operation 无故障运行failure-free work 无故障工作failure-to-start sequence 起动失败顺序failure-to-start 起动失败faint 昏迷fair assessment scheme 公平的分摊机制fair average quality 大路货平均中等品质良好平均品质fair average quality 良好平均质量fair average quality 良好中等质量fair average quality 中等品fair batten 顺光线木条fair buoy 航道浮标fair buoy 航道浮筒fair buoy 进口浮标fair copy 清稿fair current 顺流fair curve 光顺曲线fair curve 整形曲线fair form 流线型的fair hull lines 光顺船体型线fair in place 修复原状fair in place 原地校平fair lead 导缆器fair leader 导缆孔导向滑车导缆滚筒fair line 光顺线fair lines 光顺型线fair opportunity 公平的机会fair speed 适宜速度fair tide 顺潮fair tide 顺潮流fair visibility 能见度好fair water and tear gradual deterioration 正常磨损和自然损耗fair water cap 导流帽fair water cone 导流帽fair water fin 导流鳍fair water piece 导流板fair water sleeves 导流套筒fair water 导流帽fair water 流线体导流罩fair way 安全航路fair wear and tear 合理磨耗fair wear and tear 正常磨耗fair wear 合理磨损fair weather sailor 无航海经验的水手fair weather ship 经受不住大风浪的船fair weather 晴天fair wind 和风fair wind 顺风fair a. 光顺的fair 光顺的fair 清楚fair-form rudder 流线型舵fair-form ship channel 航道fair-lead sheave 导索滑车fair-lead truck 导索滚轮faircurrent 顺流faired hub 流线型桨毂faired hub 整流式桨毂faired mast 流线形桅faired 减阻的faired 减阻的流线型的faired 整形的fairform 流线型的fairform 流线型的@a.流线型的fairing aid 光顺工具fairing cap 导流帽fairing cap 推进器导流帽fairing cap 推进器导帽fairing of curves 曲线光顺fairing off 拆下敲顺fairing on 校准fairing plate 流线板fairing ribband 光顺曲线压条fairing spoke 流线型辐fairing 光顺fairing 光顺;流线体;导流罩fairing 光顺减阻装置fairlead for rudder chain 舵链导轮fairlead of rudder chain 舵链导轮fairlead pocket 导链器凹槽fairlead with horizontal roller 滚柱导缆器fairlead 导缆孔fairlead 导缆器fairleader rack 导缆孔框fairleader sheave 导缆滑车fairleader 导缆孔fairleader 导缆孔导向滑车导缆滚筒fairleadof rudder chain 舵链导轮fairleadrack 导缆孔框fairleadsheave 导索滑车fairleadtruck 导索滚轮fairness 光顺性fairplay international records and statistics 条件均等国际记录与统计fairwater cone 导流罩fairwater sleeve 螺旋桨导流罩fairwater sleeve 螺旋桨轴导流罩fairwater 流线体导流罩fairway beacon 航道标fairway beacon 航道指示标fairway buoy 航道标fairway buoy 航道浮标fairway buoy 航道中心浮标fairway speed 航道航速fairway speed 航路速度fairway 安全航路fairway 安全航路航道fairway 航道fake down 盘绳fake 一圈fake 一圈;伪造faking box 盘绳箱falkland current 福克兰洋流fall aboard 碰撞fall aboard 顶撞船舷fall aboard 碰撞fall and tackle 滑车组fall astern 落在后边fall away 减弱;渐退fall away 减弱渐退fall back 落下fall back 退后fall behind 落在后边fall block 受力滑车fall boom 舱口吊杆fall calm 静下来fall container load cargo 集装箱整箱货fall cover 吊艇索的罩fall down 漂下来fall equinox 秋分fall equinox 秋分;秋分点fall foul of 碰船fall home 内倾fall home 内倾船舷上甲板附近的)内倾fall home 舷缘内倾fall in with 相遇fall in with 相遇;与……一致;同意fall in 内倾fall into step 进入同步fall not off! 不要被压向下风fall of current 电流下降fall off 压向下风fall out of step 失去同步fall out 外倾;引起fall out 外倾引起fall overboard 落水;从舷边落水fall overboard 落水从舷边落水fall rope 滑车索fall streaks 幡状fall time 释放时间fall time 释放时间下降时间衰减时间fall time 衰减时间fall to arrears 迟付fall to leeward 向下风偏转fall wind 下吹冷风fall 吊索fall 辘绳fall-away 分开fall-block 动索滑车fall-in n. 进入同步一致fall-in 进入同步fall-in 进入同步一致fall-into step 进入同步fall-of current 电流下降fall-of potential test 电压降测试fall-of-potential method 电位降法fall-of-potential 电位降fall-operating winch 起货机fall-out indirect echo 假回波fall-out n. 失去同步fall-out of step 失去同步fall-out of synchronism 失去同步fall-out 失去同步fallaway n. 分开fallaway 分开fallhome 舷缘内倾fallin 内倾船舷上甲板附近的)内倾falling ball viscosimeter 落球式粘度计falling body viscosimeter 落球式粘度计falling characteristic 下降特性曲线falling current 气流下降falling current 气流下降falling film evaporator 降膜式蒸发器falling glass 气压柱下降falling home 内倾falling market 市价跌落falling needle viscosimeter 落针式粘度计falling off 转向下风;减少falling off 转向下风减少falling part 拉力部分falling sluice 降落式泄水闸falling star 流星falling tide 落潮falling tide 退潮falling weight test 落锤试验falling 下降falling 落下falling-into step 进入同步falling-off 脱开falling-out of step 失去同步fallout 失去同步fallout 降水;沉降;沉降物fallout 降水沉降沉降物fallout 失去同步false action 误动作false alarm number 虚警数false alarm 假警报false beam 不承压的梁false bearing 虚假方位false bellies 假腰false bill of lading 假提单false bottom 活动底板false bottom 假底false cirrus 伪卷云false conductance 漏电导false deck 甲板加强结构false declaration of goods 申报货物不实false declaration 假报false echo 假回波false face 可拆汽缸滑阀面false front 假锋false front 伪锋false horizon 假地平false ice foot 假冰脚false image 幻影false image 假象false keel 防擦龙骨false keelson 副内龙骨false keelson 冠内龙骨false keelson 内龙骨护板false lights 虚假光false maneuver 假操纵false mark 假标志false operation 误动作false paper 伪造文件false points 方位)三字点false points 方位三字点false points 三字点false relative motion 相对运动不稳定false rotary 备用转盘false setting 异常凝固false signal 错误信号false signal 假信号false stem 船首破浪材false stern post 船尾柱贴片false synchronization 虚同步false target jamming 假目标干扰false white rainbow 雾虹false zero 虚零法false 假的false 虚假的false-stem 船首破浪材falsify 伪造falt boat 橡皮帆布艇falt boat 折叠舟families of laws 法系family boat 家庭游艇family curves 曲线族family of characteristic curves 特性曲线族family of circle 圆族family of curves 曲线族family of ellipse 椭圆族family 族fan antenna 扇形天线fan beam 扇形射束fan blade 风扇叶片fan blower 通风机fan blower 通风机鼓风机fan boss 风扇毂fan casing 风扇罩通风机壳fan casing 鼓风机壳fan casing 鼓风机壳风扇罩通风机壳fan chamber 通风机室fan delivery 风机排量fan delivery 通风机排量fan drive 通风机传动装置fan dynamometer 风扇测力计fan engine 打风机fan engine 鼓风机fan engine 通风机fan fairing 风扇整流罩fan inlet 鼓风机进气口fan intake 通风机吸气口fan maker beacon 扇形标志fan mark 扇形标志fan marker 扇形标志fan motor 风扇电动机fan nozzle 扇形喷嘴fan propeller 扇形螺旋桨fan propeller 通风机转子fan propeller 通风机转子风扇式螺旋桨fan propulsion gas turbine 风扇推进燃气轮机fan resistance 风阻力fan resistance 送风阻力fan resistance 送风阻力风阻力fan room 通风机室fan shaft bearing 风扇轴承fan shaped washer 扇形垫圈fan slip 通风机压头损失fan stern 扇形船尾fan trunk 压力通风总管fan unit 通风机fan ventilator 风扇式通风机fan ventilator 叶片式通风机fan with protection basket 带护罩风扇fan 风机fan 风扇fan 风扇通风机扇fan 扇形海谷fan-cooled 风扇冷却的fan-in n. 输入输入端fan-in network 输入网络fan-in 输入端数fan-in 输入输入端fan-out n. 输出输出端fan-out network 输出网络fan-out 输出扇出fan-out 输出输出端fan-shaped blade 扇形叶片fan-ventilated motor 风扇冷却式电动机fanal 灯塔fancy line 纵帆收帆索fang bolt 底脚螺栓fang bolt 锚栓;底脚螺栓fanned beam antenna 扇形波束天线扇形波速天线fanned beam antenna 扇形射束天线扇形波束天线扇形波速天线fanner 风扇通风机fanning beam 在一定扇形弧内扫描的射束fanning 扇形绕组fantail deck 船尾甲板fantail frame 尾肋骨fantail grate 尾甲板格栅fantail grating 尾甲板格子板fantail stern 扇形船尾fantail 扇形船尾fantail 扇形尾fantail 尾突fantom view 剖视图far east and pacific 远东及太平洋地区far east conference 远东公会far east freight conference 远东航运公会far east shipping conference company 远东航运公会公司far east time 远东时间far east 远东far eastern freight conference 远东班轮公会far in 渐近far out 渐离far vane 接物端farad bridge 电容电桥farad meter 法拉计farad meter=faradmeter 法拉计farad 法farad 法法拉farad 法拉farad 法拉法拉单位faraday constant 法拉第常数faraday effect 法拉第效应faraday rotation 法拉第旋转faraday's cage 法拉第笼faraday's electromagnetic indution law 法拉第电磁感应定律faraday's law of electrolysis 法拉第电解定律faraday's law of induction 法拉第感应定律faraday's number 法拉第常数faraday's 法拉第的faradism 感应电流faradmeter 法拉计fardage 垫货材fardel 束;包;打包fardel 束包打包fare register 计费器fare 乘船费;乘客;食品;生活fare 乘船费乘客食品生活运费fare 运费fares for station service 客运服务费farewell buoy 告别浮标farewell buoy 告别浮标等于海口浮标进出口浮标farewell buoy 告别浮筒等于海口浮筒farewell buoy 进出口浮标farewell whistle 告别汽笛farewell int .farewell int .再见farewell 告别farina 马铃薯粉farm machinery and implements 农业机械及农具farm 临时堆货场;田野;农田farm 临时堆货场田野农田农场farm 农场farm 农田farm 农田农田田野farrel system 法雷尔公式farther state 延伸声明fascia 仪表板fash 甲板上裂纹fashion plate 钢板装配船首材fashion plate 钢板装配船首材fashion steel 型钢fashion 式样fashion 型fashion-parts 定型部件fashion-plate stem 钢板装配船首材fashioned steel 型钢fashioned 成型的fast access memory 快速存储器fast access memory 快速存储器fast address 快速。
预测疲劳裂纹扩展的多种理论模型研究_石凯凯_蔡力勋_包陈
1
I 型裂纹尖端循环应力应变场
基于材料低周疲劳行为预测 I 型疲劳裂纹扩展 的预测模型是由裂纹尖端循环载荷下的应力应变 场,继而结合裂纹尖端失效准则分析疲劳裂纹扩展 规律。现有的预测模型采用的循环应力应变场是基 于小范围屈服条件下的静应力应变场结合 RICE 的 塑性叠加法衍生得到的。 1.1 静态拉伸下的裂纹尖端应力应变场 目前可用于描述平面应力条件下裂尖区的应 力应变场主要有两类。 [18] [19] 一类是 KUJAWSKI 等 将 RICE 对 III 型裂 纹尖端的应力应变场,扩展应用至 I 型裂纹尖端小 范围屈服应力应变场
n /(1 n ) 2 K y 2 (1 n) π y r n /(1 n ) 1/(1 n ) 2 K K2 y y 2 2 (1 ) π n r y (1 n) π y r
在往复载荷作用下,构件均会发生疲劳破坏 。线 弹性断裂力学认为,疲劳失效分析中裂纹尖端附近 的应力场是由应力强度因子 K 控制的,所以裂纹在 疲劳载荷下的扩展行为可利用应力强度因子进行定 性和定量的描述。 基于材料低周疲劳行为预测 I 型疲劳裂纹扩展 行为,国外已经提出了多种模型,其模型从研究对 象的角度分为材料微观参量描述的裂纹扩展模 [4-5] 型 和材料宏观参量表征的裂纹扩展模型,如 [6-7] GLINKA 等 基于裂尖扩展区内常应变假定, [8-12] SKELTON KUJAWSKI 等 在裂尖引入钝化假定,
(1) 式中 σ, ε ——裂纹尖端应力和应变; σy, εy ——屈服强度和屈服应变; n——材料应变硬化指数; r ——离裂纹尖端的距离。
52
机
械 50 卷第 18 期期
船舶与离岸结构的极限强度
Ultimate Strength of Ships and Offshore StructuresCarlos Guedes Soares 1#The Author(s)2021The assessment of the ultimate strength of floating struc-tures is an essential step in their design process and thus it is included as one of the checks in the Rules of Classification Societies.Several years ago,the Rule re-quirement was based on the section modulus associated with the yield condition,a situation that has been shown to be clearly conservative by an amount that would de-pend on the geometry of the section.The development of methods to quantify the ultimate strength,including the ability of numerical methods to deal with those predic-tions in a relatively cost-efficient manner,led to proposals that the ultimate strength should be used as the reference value expressing the strength of the ship hull structure (Guedes Soares et al.1996),which was adopted 10years later by the Classification Societies in their Common Structural Rules (CSR 2006;IACS 2014).Indeed,the present status of design relies on ultimate strength assess-ment and on nonlinear wave induced loads,which have been covered in and earlier special issue (Guedes Soares and Duan 2018).Different numerical methods have been developed for ulti-mate strength assessment and new simplified approaches are continuously being proposed,as simplified methods dully calibrated and validated are always welcome as substitutes of very heavy computational approaches.The Common Structural Rules,prescribe simplified methods such as the one of Smith (1977)for the assessment of hull girder collapse and of Gordo and Guedes Soares (1993)for the ulti-mate strength of stiffened panels.The ultimate strength assessment,which was primarily concerned with intact structures,have been extended to dam-aged structures,including both the prediction of damage in-duced in accidental situations as the residual strength of dam-aged structures.Again,it has been the improved capabilities of numerical methods that allowed the study of the complicat-ed geometries of damaged structures that allowed the design work to rely on this type of predictions.This special issue covers various of these aspects,including papers of review nature with others presenting new research results.The paper by Tekgoz et al.(2020)is a typical review paper that covers the area of the ultimate strength of ageing and damaged ship structures,dealing extensively with numer-ical,analytical and experimental work on plates,stiffened panels and hull girders that have suffered aging due for exam-ple to corrosion and fatigue or damage due for example to minor collisions.Liu et al.(2020)concentrates on aluminium structures and at the same time as it presents a good review of the work done on ultimate strength of plates and stiffened panels in alumin-ium,it also includes a research contribution using finite ele-ment analyses to study the influence of manufacturing tech-nology on the ultimate compressive strength of aluminium-alloy stiffened panels.As an important problem in aluminium structures is the heat-affected zone associated with welding,the study compares the performance of these panels with ex-truded ones,which are being used in progressively more applications.Barsotti et al.(2020)present an overview of recent indus-trial developments of marine composites limit states assess-ments and design approaches,focusing on pleasure crafts and yachts as well as navy ships.Inter-ply and intra-ply failure modes are discussed and the corresponding limit states are presented.The main factors influencing marine composite ro-bustness were found to be three-dimensional aspects in failure*Carlos Guedes Soares******************************.ulisboa.pt1Centre for Marine Technology and Ocean Engineering (CENTEC),Instituto Superior Técnico,Universidade de Lisboa,1409-001Lisboa,Portugalhttps:///10.1007/s11804-020-00190-yPublished online: 15 January 2021Journal of Marine Science and Application (2020) 19:509–511modes and manufacturing methods as well as fire resistance and joining techniques.Romanoff et al.(2020)deals with a very special type of problem somewhat associated with cruise ships,in which de-velopments of laser-welded thin-walled steel plates have been made in order to keep light weight at the same time avoiding the weld induced distortions induced by conventional arc welding.This type of structural elements have found applica-tion in other vessels and the authors review work that has been done in collision simulations based on finite element analysis of this type of structures.Wahab et al.(2020)present a different type of prob-lem,which is related with fixed offshore jacket platforms that have been used for many years and are subjected to the problems of planning appropriately their maintenance and eventually develop studies of life extension.The de-sign limit state of these platforms is generally the ultimate strength and thus the paper deals with the problems that degrade the strength of these structures,discussing how a good maintenance plan can maintain the structural strength for longer periods.The other papers in this issue deal with more specific prob-lems,presenting research results.A first group deals with the buckling strength of shell structures mainly used in subsea applications,while the other papers deal with stiffened panels and with ship hull girders.Cho et al.(2020)deal with steel-welded hemispheres under external hydrostatic pressure,Zhang et al.(2020)with the buckling of multiple intersecting spherical shells under uni-form external pressure and Al-Hamati et al.(2020)study the buckling properties of a subsea function chamber for oil and gas processing in deep-waters.Lee and Paik(2020)study the ultimate compressive strength computational modelling for stiffened plate panels with non-uniform thickness,a situation that occurs when there is the need to have a transition between plates with different thicknesses.The rest of the papers deal with the hull girder.Nouri and Khedmati(2020)and Vu and Dong(2020)study the ultimate strength of hull girders deteriorated with different types of corrosion,while Xu and Guedes Soares(2020)study the in-fluence of collision damage on the ultimate strength of hull girders.They consider a box girder representing the parallel middle body of tankers and similar vessels and they validate their finite element model against experiments,before analysing the effect of an impact on different locations, assessing afterwards the residual strength of the damaged structure.Primorac et al.(2020)continue with the topic of damaged ship hulls by collision or grounding and they analyse the problem of conducting a structural reliability assessment of these damaged ship hulls adopting the procedures recommended in IMO(2006),and they discuss the various limitations of the presently recommended approach.This set of papers present a good overview of current problems related with the strength assessment of ship and offshore structures,with a certain emphasis on damaged structures,as this type of topic has attracted the attention of several researches in the recent past,and these are in general more complicated problems than dealing with un-damaged structures.We hope that this collection of papers will contribute to an overview of this general topic,which can be of interest to readers.510Journal of Marine Science and ApplicationOpen Access This article is licensed under a Creative CommonsAttribution4.0International License,which permits use,sharing,adap-tation,distribution and reproduction in any medium or format,as long asyou give appropriate credit to the original author(s)and the source,pro-vide a link to the Creative Commons licence,and indicate if changes weremade.The images or other third party material in this article are includedin the article's Creative Commons licence,unless indicated otherwise in acredit line to the material.If material is not included in the article'sCreative Commons licence and your intended use is not permitted bystatutory regulation or exceeds the permitted use,you will need to obtainpermission directly from the copyright holder.To view a copy of thislicence,visit /licenses/by/4.0/.ReferencesAl-Hamati AA,Duan M,An C,Guedes Soares C,Estefen S(2020)Buckling properties of SFC for oil/gas processing in deep-waters.J Mar Sci Appl19(4)642-657Barsotti B,Gaiotti M,Rizzo CM(2020)Recent Industrial Developmentsof Marine Composites Limit States and Design Approaches onStrength.J Mar Sci Appl19(4)553-566Cho S-R,Muttaqie T,Lee SH,Paek J,Sohn JM(2020)Ultimate StrengthAssessment of Steel-Welded Hemispheres Under ExternalHydrostatic Pressure.J Mar Sci Appl19(4)615-633CSR(2006)ABS,DNV,LLOYD’S mon StructuralRules for Double Hull Oil TankersGordo JM and Guedes Soares C(1993)Approximate Load ShorteningCurves for Stiffened Plates under Uniaxial Compression.FaulknerD,Cowling MJ&Incecik A,(Eds.).Integrity of OffshoreStructures,5,Proc5th International Symposium on Integrity ofOffshore Structures.Univ Glasgow,17-18June:EMAS;189-211Guedes Soares C,Duan WY(2018)Wave Loads on Ships and OffshoreStructures.J Mar Sci Appl17(3):281–283Guedes Soares C,Dogliani M,Ostergaard C,Parmentier G,Pedersen PT(1996)Reliability Based Ship Structural Design.Trans Soc NavalArchitects Marine Eng(SNAME)104:357–389IACS(2014)Common structural rules for bulk carriers and oil tankers.Societies,International Association of ClassificationIMO(2006)Maritime Safety Committee MSC81/INF.6.Goal-basednew ship construction standards-linkage between FSA and GBSInternational Maritime OrganisationLee HH,Paik JK(2020)Ultimate Compressive Strength ComputationalModelling for Stiffened Plate Panels with Non-Uniform Thickness.J Mar Sci Appl19(4)658-673Liu B,Doan VT,Garbatov Y,Wu WG,Guedes Soares C(2020)Studyon Ultimate Compressive Strength of Aluminium-Alloy Plates andStiffened Panels.J Mar Sci Appl19(4)534-552Nouri Z,Khedmati MR(2020)Progressive Collapse Analysis of a FPSO Vessel Hull Girder under Vertical Bending considering Different Corrosion Models.J Mar Sci Appl19(4)674-692Primorac BB,Parunov J,Guedes Soares C(2020)Structural Reliability Analysis of Ship Hulls Accounting for Collision or Grounding Damage.J Mar Sci Appl19(4)717-733Romanoff J,Körgesaar M,Remes H(2020)Emerging Challenges for Numerical Simulations of Quasi-Static Collision Experiments on Laser-Welded Thin-Walled Steel Structures.J Mar Sci Appl19(4) 567-583Smith CS(1977)Influence of Local Compressive Failure on Ultimate Longitudinal Strength of a Ship's Hull,Proc.Conf.on Practical Design of Ships and Mobile Units(PRADS),Tokyo,73-79Tekgoz M,Garbatov Y,Guedes Soares C(2020)Review of Ultimate Strength Assessment of Ageing and Damaged Ship Structures.J Mar Sci Appl19(4)512-533Vu VT,Dong DT(2020)Hull Girder Ultimate Strength Assessment Considering Local Corrosion.J Mar Sci Appl19(4)693-704 Wahab MMA,Kurian VJ,Liew MS,Kim DK(2020)Condition Assessment Techniques for Aged Fixed-type Offshore Platforms considering Decommissioning:A Historical Review.J Mar Sci Appl19(4)584-614Xu W,Guedes Soares C(2020)Numerical Investigation on the Ultimate Strength of Box Beams with Impact Damage.J Mar Sci Appl19(4) 705-716Zhang J,Li SQ,Cui WC,Xiang K,Wang F,Tang WX(2020)Buckling of Multiple Intersecting Spherical Shells Under Uniform External Pressure.J Mar Sci Appl19(4)634-641511C.G.Soares:Ultimate Strength of Ships and Offshore Structures。
航海英语常用代名词
loading on the berth 船已准备就绪即可装货
loading on the berth 船在泊位装货中
loading operation 装载作业
loading overall 单一货种的装运
loading point 装载点
loading port survey 装货港检查
loading port survey 装货港检验
loading port survey 装货港检验装货港检查
loading port 装货港
loading port 装货门
loading door 装料门
loading equipment 装载设备
loading factor 负载系数
loading gangway 装卸跳板
loading gear 装载装置
loading hatch 装货舱口
local carrier 沿海运输船
local cavitation number 局部空化数
local cavitation 局部空泡
Local Chassis Charges 区域拖箱费
local circuit 局部电路
local bill of lading 地区提单
local bill of lading 国内运输提单
local BL 国内运输提单
local boat 沿海船
local buckling 局部皱折
local carburization 局部渗碳
loading spout 散货滑槽
loading spout 装货滑槽
Simulations of explosion-induced damage to underground rock chambers
Journal of Rock Mechanics and Geotechnical Engineering.2011,3(1):19–29Simulations of explosion-induced damage to underground rockchambersG.W.Ma 1,H.Hao 1,F.Wang 21School of Civi l and R es ource Engineering,The University of W estern A ustralia,Crawley,WA6009,A ustralia 2Defense Science and Technology A gency,S i ngapore,109679,S ingaporeReceived in 19J anuary 2011;received in revised form 20February 2011;accepted 25February 2011Abstract:A numerical approach is presented to study the explosion-induced pressure load on an underground rock chamberwall and its resultant damage to the rock chamber.Numerical simulations are carried out by using a modified version of the commercial software AUTODYN.Three different criteria,i.e.a peak particle velocity (PPV)criterion,an effective strain(ES)criterion,and a damage criterion,are employed to examine the explosion-induced damaged zones of the undergroundrock chamber.The results show that the charge chamber geometry,coupling condition and charge configuration affect significantly the dynamic pressure exerted on the rock chamber wall.Thus the chamber is damaged.An inaccurate approximation of pressure boundary ignoring the influences of these factors would result in an erroneous prediction of damaged area and damage intensity of the charge chamber.The PPV criterion yields the largest damaged zone while the ES criterion gives the smallest one.The presented numerical simulation method is superior in consideration of the chamber geometry,loading density,coupling condition and rock quality.The predicted damage intensity of rock mass can be categorized quantitatively by an isotropic damage scalar.Safe separation distance of adjacent chambers for a specific charge weight is also estimated.Key words:underground explosion;rock damage;numerical simulation;safe separation distance1IntroductionThe existing empirical methods for predicting the explosion-induced damaged zone around underground rock chambers [1–4]are mainly based on observations of different scaled field tests and some simplified analytical models.Basically,they give a rough estimation of the damaged zone in terms of (1)charge weight of an accidental or artificial explosion and (2)peak strain,peak stress or peak particle velocity (PPV)experienced in the surrounding rock mass of an underground chamber.However,since the influences of complicated rock sites,irregular chamber geometries,and nonuniform explosive configurations are ignored in the empirical predictions,it is questionable to use the empirical methods when these factors are involved.Moreover,these empiricalD 3S 35T +663;@methods cannot provide a reliable and quantitative estimation of rock mass damage under explosion-induced loads.On the other hand,numerical simulation using validated codes can consider various loading and coupling conditions,different material properties and rock chamber geometries very conveniently and thus can play a significant role in assessment of damaged zone and damage intensity of underground rock chambers subjected to explosion-induced load.Numerous field tests have been conducted to characterize rock damage resulting from explosion-induced load [5,6].It is found that the rock mass damage decreases rapidly along the radial direction outwards from the charge chamber,tunnel or borehole for near surface detonation.For borehole blast,two major rock failure patterns may occur.One is the crushing zone that is mainly generated by very high pressure load around the charge borehole.The other is the extending individual radial cracks that is generated y f y x f f zT oi:10.724/P.J.12.2011.00019Corresponding author.el:1-8-488102E-mail:ma .aub circum erentiall e panding de ormation outwards rom the crushing one.he crack radius generatedaround a granite borehole by TNT explosion extends up to 4.9times of the borehole radius,while the crushing zone covers only1.9times of the radius[5]. However,it should be addressed that the observations are based on some small-scale borehole blast tests.For a large-scale explosion test,the categorization of the rock mass damage will be much more complicated in an experimental manner.In a test reported by Olson et al.[4],crack in granite spread to a square-root distance of0.8m/kg1/2.Hendron[3]summarized the observations of large explosion tests carried out by the U.S.Army Corps Engineers between1948and1952 near unlined tunnels at sandstone and granite sites.He suggested that,on average,the rock in tunnels did not fail until the PPV exceeded900mm/s.When the PPV was460mm/s or larger,an intermittent failure would occur in the tunnels.Dowding[6]indicated that the cracking strains for granite and concrete were approximately the same as about2400ε,while blowout occurred in granite when the cracking strain reached3800ε.However,these empirical criteria of rock failure depend largely on rock quality and explosive configurations.Accurate estimation of the PPV and the effective strain(ES)is also an obstacle. So,the rock damage is categorized roughly.Esen et al.[7]reviewed the crushing zone prediction models used in mining engineering.They characterized the explosion-induced rock damaged area into a crushing zone,a fracture zone(with denser cracks)and a fragment formation zone(with fewer cracks)around the detonated borehole.The empirical estimations of the crushing zone size were given in terms of some factors including borehole radius,detonation pressure or energy,rock quality(modulus and strength).They showed that the crushing zone size depended highly upon the dynamic pressure exerted on the borehole wall.However,accurate estimation of the borehole pressure for a given explosive,especially in fully-coupled and slightly-decoupled detonation processes, is a very big challenge.If the borehole geometry is irregular and/or the explosive is arbitrarily distributed in the borehole,or an underground rock chamber or tunnel,analytical derivation of the dynamic pressure becomes impossible.In a previous study[8],numerical simulations were carried out to investigate the influences of explosion conditions including loading density,explosive distribution pattern,chamber geometry,and chamber x A subsequent study[9]further investigated these explosion scenarios and estimated the damaged zones in a granite mass resulting from an accidental explosion in an underground ammunition storage chamber.On the basis of the numerical results,some empirical formulae were derived to predict peak particle acceleration(PPA),PPV and principal frequency of stress wave in the granite mass,the damaged zones around the explosion chamber,as well as the safe embedment depth of the storage chamber and safe separation distance between adjacent chambers.It was found that these explosion scenarios significantly affected the rock mass responses to explosion-induced loads.In the present study, numerical simulation of an underground rock chamber subjected to explosion-induced load is carried out again by employing the commercial software AUTODYN[10].The effects of detonation process, air-pressure and chamber wall interaction,and rock mass responses to explosion-induced load are considered in the present simulation.Failure of the rock mass is modeled by a modified piecewise linear Drucker-Prager criterion,which is integrated into the software through user ing this modified version of the software,the effects of charge geometry and explosive configuration are investigated.Rock damage is characterized by the maximum equivalent tensile strain experienced by the target.The simulation results are verified against those based on empirical criteria and test results[11,12].It is found that the proposed numerical method can be applied effectively to the evaluation of the explosion safety of underground rock chambers.2Damage model for rock massThe commercial software AUTODYN has the feature of simulating detonation process directly, which saves the effort to derive the explosion-induced wall pressure.In the context,an Euler processor is used for the flowable TNT equivalent and the chamber void.Solid rock mass is modeled mathematically by a Lagrange processor.An Eulerian subgrid and a Lagrangian subgrid may interact through an Euler-Lagrange interface.In the Euler-Lagrange interface, the Lagrangian subgrid acts as a geometric constraint to the Eulerian subgrid,while the Eulerian subgrid provides a pressure boundary to the LagrangianL,volume on e plosion-induced stress wave propagation.subgrid.As the agrangian subgrid moves and distortsit covers and uncovers the fixed Eulerian cells.The software utilizes a sophisticated logic to avoid overly small Eulerian cells that may arise during this process. Small Eulerian cells,which could severely limit the calculational timestep,are automatically blended with larger neighbors.The Euler-Lagrange interface allows complex fluid-structure interaction problems to be solved as well as the large deformation structural problems.Some details of the interaction algorithm of the Eulerian and Lagrangian cells can be found in Donea et al.[13,14].The partial differential equations to be solved represent the conservations of mass,momentum and energy in the Lagrangian coordinates.These,together with a material model and a set of initial and boundary conditions,define the complete equations governing the problem.Material associated with a Lagrangian zone stays with that zone at any deformation.Thus,a Lagrangian grid moves and distorts with the material it models,and conservation of mass is automatically satisfied.The density at any time can be determined from the current volume of the zone and its initial mass. In order to avoid hourglass to happen,a set of corrective forces are added to the solution[10].In the study,the chamber wall is modeled as a separating boundary,which restrains the flow of Eulerian subgrid.The pressure due to the explosive energy release interacts with the chamber wall and thus produces stress wave in the surrounding rock mass. The simulation is initiated by the assignment of a detonation point on the meshed explosive.The high-energy TNT equivalent and the air filling chamber are modeled by the Jones-Wilkens-Lee(JWL)equation-of-state and the ideal gas equation-of-state,respectively, which are available in the material library of the software[10].The calibration process of the numerical model has been done by simulating two small-scale field tests[11, 12].One was conducted at a granite site[11]and the shock waves were generated by borehole blasting.The other was done at an abandoned limestone quarry site, where the rock chamber was115m beneath the ground surface.The calibration was mainly carried out for the grid size,the interaction between the Eulerian and the Lagrangian subgrids,and the proper implementation to the material model.Sensitivity of rock parameters to the numerical results was not included.A piecewise linear Drucker-Prager failure criterion is used in the present study.It has the following form:(,,,)I N+=="()where1I is the first stress invariant,2J is the seconddeviatoric stress invariant,ia andib are parameters depending on the strength behavior of the rock material,and N is the number of the linear segments in the piecewise Drucker-Prager failure model.Theparametersia and(1,2,,)ib i N="for a given material can be determined by simple laboratory tests such as uniaxial tensile test,uniaxial compressive test and triaxial test.In the present study,four sets(N=4) of the experimental data are used to determine the following parameters:(1)Cutoff hydro-tensile strengthtttf(ttt1fσ== 23σσ=,ttt t/3f f=);(2)Uniaxial tensile strengthtf(t1fσ=,23σσ== 0);(3)Uniaxial compressive strengthcf(120,σσ== 3cfσ=);(4)Confined compressive strengthscccf andccf(12ccfσσ==<,3cccfσ=<),wherecccf is theaxial compressive stress,andccf is the confining stress.The uniaxial compressive strengthcf and theuniaxial tensile strengthtf of the granite used in the present study are148and19MPa,respectively[15]. By curve-fitting to various existing experimental data [16],the confined compressive strengths for the proposed strength criterion have the following expression for intact rock:c cc cc ccc c c1f f fmf f f=++(2)wherec tm f f≈.Thus,for any confining stressccf,the axial compressive stresscccf is derived from Eq.(2). In the present numerical simulation,the confinedcompressive strength points ofc2.7f,c0.5f are usedas the last set of the strength parameters.Since damage and plastic flow may occursimultaneously,the yield strength decreases with the degradation of stiffness.Assuming that the post-failure of rock material satisfies isotropic softening rule,then,ifia remains unchanged,ib will degrade according tod(1)(1,2,,)i ib b D i N=="(3)where D is the rock damage to be defined later,andd ib is the material parameter for the damaged rock.Figure 1illustrates graphically the modified Drucker-Prager failure model for intact and damaged rocks.Damage of high quality granite[15]considered in the present study is modeled with an isotropic con-tinuum damage criterion,providing that the rock massf21012i iJ a b i1is isotropic and homogeneous without signi icantFig.1Piecewise linear Drucker-Prager model.rock joint around the charge chamber.In the isotropic damage model,the cracked material is represented by damaged continuum material with equivalent overall degradation [17–19].Damage growth is assumed to be governed by a loading surface in the strain space,which defines a unique relationship between the size of the damage surface and the accumulated damage [20].The damage scalar is determined by a crack density function,which is again determined by an equivalent tensile strain.The crack density function used is similar to that defined by Liu and Katsabanis [17].It has the forms as follows:d cr ()C βαεετ=<>(4)321()ii εε==<>∑(5)where εis the equivalent tensile strain;iε(1,i =2,3)is the principal strain;the angular bracket <>denotes that the function is valid only when the value inside the bracket is larger than zero;d C is the total number of cracks per unit volume;αand βare material constants;cr εis the critical tensile strain,at which damage initiates;and τis the accumulated time of damage.The damage scalar is then directly defined as d1e C V D =(6)where V is the unit volume.Thus,if the equivalent tensile strain exceeds the critical value cr ε,the material stiffness and strength would degrade.The damage scalar D ranges from 0to 1according to Eq.(6).The parameters used in the study are listed in Table 1.The present material model wasimplemented in AUTODYN and validated by two fieldexplosion tests [11,12].3Explosion-induced chamber wall pr essureThe configuration of underground explosion simulated in the context is schematically shown in Fig.2.The cover thickness of the underground chamber is defined as the vertical distance from the ground level to the chamber ceiling.A cover thickness of 1.0Q 1/3in meter,where Q is the explosive weight in kilogram,is used in the numerical model.The cover thickness of 1.0Q 1/3is specified by the DoD standard [2]to prevent rock cover from breakage during an underground explosion event.It is a pure empirical value,thus has an unusual unit.The pressure on the rock chamber wall is calculated automatically by the software,which is an obvious advantage over analytical or empirical methods that are unable to solve the interaction between the shock pressure and the chamber wall,especially when the geometry of the rock chamber is irregular or the explosive is contained arbitrarily.However,it is worth noting that the present numerical model does not consider the effects of the protective constructions and the roughness of the rock chamber is not taken into account either.Interaction between the explosion-induced pressure wave and the solid rock chamber wall is very com-plica ted.Different wa veforms,i.e.overpressure,reflected pressure and transmitted pressure,may be used to characterize the effect of the shock wave on the chamber wall.The overpressure propagating in free-air attenuates following a cubic root rule of the direct distance for a given charge weight.Away from the charge center,the time-history overpressure has the shape shown in Fig.3.However ,in a containe d explosion,interaction between the explosion wave and the rock chamber wall produces various reflected pressures in the chamber and transmitted pressures intoTable 1Properties of rock mass (granite).Damage parametersReference density(kg/m 3)Bulk modulus(GPa)Shear modulus(GPa)Young ’s modulus (GPa)Uniaxial compressive strength (MPa)Uniaxial tensil e strength (MPa)αβCritical tensiles t rain,εc r 2650412767148196.9×101020.287×103Pressure I 1/3(MPa)Yield stress 23J (MPa)#1#2#3#4#1#2#3#46336333336poEnvelope for undamaged materialEnvelope for damaged m aterial2J ..49.180191482Fig.2Configuration of underground explosion site.Fig.3Free-field time-history overpressure.the rock mass.The reflected pressures and thetransmitted pressures are more important in identifying the rock chamber damage and the stress wave propagation in the rock mass.Their magnitudes and waveforms depend on the factors including chamber geometry,coupling condition,and explosive con-figurations.A traditional way in simulating the explosion-induced load is to apply uniformly distributed time-history pressure or time-history velocity to the rock chamber wall,while the pressure or velocity time-histories are estimated by the charge weight and energy,loading density (charge weight per chamber volume),etc..It should be mentioned that,the empirically-estimated pressure (or sometimes velocity)boundary condition usually ignores the interaction between the air-pressure and the chamber wall.If it is directly applied,the simulated chamber wall damage and the subsequent stress wave transferred into the rock mass would be very different.Furthermore,although,for some simple chamber geometries and symmetrical explosive setups,prediction of the overpressure and the reflected time-history pressure based on simplified analytical solutions may be possible,the evaluation of the transmitted pressure will be difficult if the material properties of the rock mass are nonlinear.For complicated charge conditions and chamber geometries,accurate prediction of the pressure boundary condition by using the simplified y Traditional simulations of underground explosion generally use a simplified configuration of the charge chamber such as the one shown in Fig.4(a).In the spherical charge condition,the reflected pressure and the transmitted pressure depend only on the charge weight and the loading density.However,in more complicated cases,as shown in Figs.4(b)–(d),the transmitted pressure and the damaged zone around the chamber are affected by the charge chamber geometry and the coupling condition besides the loading density and the charge weight.The difference among these models can be demonstrated by comparing the transmitted pressures of different explosive configurations,as shown in Figs.4(a)–(d).(a)Spherical geometry with explosive at the center.(b)Cylindrical geometry with expl osive at t he center.(c)Explosive on chamber floor.(d)Explosive distributed on chamber floor.Fig.4Different charge conditions.In the sp herical charge condition,the present n umerically simulated reflected pressure and transmitted pressure generated by a 250-t TNT explosive with a loading density of 10kg/m 3are illustrated in Figs.5(a)and (b),respectively.In the simulations,the rock material is assumed to be elastic and an axisymmetrical model is W Adjacent chamber Safe distanceAdj acentchamberRock m assGround levelCharge chamberExplosiveOv e r p r e s s u r e s p oat Positive phaseNegative phaset 0t s i ,impulsetp anal tical solutions is almost impossible.used.hen the total charge weight and the loading(a)Reflected pressure.(b)Transmitted pressure.Fig.5Waveforms of reflected pressure and transmitted pressure.density are fixed,the chamber volume can be determined accordingly in spite of the chamber geometry.The reflected time-history pressure is measured at a point in the air media near the chamber wall,while the transmitted time-history pressure is recorded on the rock chamber wall.It is shown that the waveforms of the reflected pressure and the transmitted pressure are very different even in the perfectly symmetrical case.The peak reflected pressure is around 76MPa followed by a series of periodical second-order peak pressures.The subsequent peak pressure is produced by the chamber wall re-reflection.However,almost all the shock energy transmitted into the rock media is concentrated in the first period of time of the reflected pressure.The peak transmitted pressure is about 30MPa,which is much lower than that of the reflected pressure.Negative phase of the dynamic pressure is observed simply because the rock material is assumed elastic,i.e.no material failure is involved.However,when the charge chambe r section is rectangular (Fig.4(b))and the explosive is placed on the chamber floor,as shown in Fig.4(c),the dynamic pressures at different locations on the chamber wall vary.Figure 6illustrates the simulated pressure time-histories at four different locations on the chamber wall with an explosive of 250-t TNT placed on the floor center (Fig.4(c)).The loading density is 10kg/m 3and the chamber height is 10m.At target #1,which is f ,5M #(a)Point locations.(b)At target #1.(c)At target #2.(d)At target #3.(e)At target #4.Fig.6Transmitted pressures at different locations on rock chamber wall.the floor center,however,the peak transmitted pressure is over 3363MPa.It is much higher than that in the spherical charge case shown in Fig.5(b),whose charge weight and loading density are the same as those in Fig.6.At targets #3and #4on the chamber ceiling and floor,the peak values reduce drastically to about 62and 31MPa,respectively.The duration of pressure histories and the arriving times at targets #3and #4are also very different from those at targets #1and #2.Because the piecewise linear Drucker-Prager f ,f R e f l e c t e d p r e s s u r e (M P a )010203040506070800.000.010.020.030.040.05Time (s)T r a n s m i t t e d p r e s s u r e (M P a )20100102030400.000.010.020.030.040.05Time (s )0.000.020.040.060.080.1001234Time (s)1Tr a n s m i t t e d p r e s s u r e (G P a )0.000.020.040.060.080.1010010203040506070Time (s)T r a n s m i t t e d p r e s s u r e (M P a )200.000.020.040.060.080.1010010203040Ti m e (s)Tr a n s m i t t e d p r e s s u r e (M P a )#1#3#2#4T r a n s m i t t e d p r e s s u r e (M P a )60050040030020010001000.000.020.040.060.080.10Tim e (s)a t the c ente r o the cha mbe r ce iling the peak transmitted pressure is about 10Pa.At target 2atailure model has been applied to the rock mass in this case the negative parts o the transmitted pressure thatproduces rock spalling are filtered to a very low level.The results indicate that the charge chamber geometry and the explosive configuration affect significantly the transmitted pressure in the rock mass.Ignoring these effects may lead to erroneous estimations of the transmitted pressure,the rock mass damage in the surrounding rock and the subsequently propagating stress wave.Accurate damaged zone prediction,thus,is almost impossible no matter what advanced material model is adopted for the rock mass.4Simulations of explosion-induced underground chamber damageThe present numerical method using the modified version of AUTODYN is then applied to an underground rock chamber detonated by a 250-t TNT explosive.The cover thickness is again expressed as 1.0Q 1/3,i.e.63m from the chamber ceiling.Three different rock damage criteria,i.e.the PPV criterion [3],the ES criterion [6],and the above proposed damage criterion (see Section 2),are adopted to estimate the damaged zone around the charge chamber.The PPV is defined as the maximum value of the resultant response velocity.The effective strain is calculated by222EP 1223131()()()2εεεεεεε=++(7)For a plane wave,the particle velocity (v)and the effective strain has the following relation:EP d d v xε= (8)where EP εis the rate of change in the effective strain,and x is the plane wave direction.Figur e 7(a )show s a typic a l me sh fo r th e underground explosion simulation.Figure 7(b)is the simulated pressure distribution at a certain instant.The PPV of 0.9m/s and the EP εof 3800εare adopted as the thresholds of crushing failure of hard rock to give the major damaged zone around the rock chamber.Results based on these two empirical criteria serve as the calibration samples for those based on the proposed rock damage criterion.Figure 8shows the damaged zones of the rock chamber based on the PPV criterion (PPV >0.9m/s)and the ES criterion (EP ε>3800ε),respectively,with a loading density of 10kg/m 3and a chamber height of 10m.The explosive (250-t TNT)is placed at the center of the chamber floor.The damaged zone based on the PPV criterion is larger than that S M (a)Typical mesh for the underground explosion simulation.(b)Pressure distribution.Fig.7Typical mesh and pressure distribution.(a)Dam aged zone based on the PPV crit erion.(b)Damaged zone based on the ES criterion.Fig.8Damaged zones of the rock chamber based on the PPVcriterion and the ES criterion (the loading density is 10kg/m 3and the chamber height is 10m).ground level because of the stress wave reflection from the free surface.When the chamber height changes to 20m while the charge weight and the loading density remain 250t and 10kg/m 3,respectively,the simulated damaged zones are significantly reduced,as shown in Fig.9.It is observed from Fig.9that the rock damage near the floor center is much larger than that on the chamber ceiling.It also indicates that the coupling condition has f ff zf Transmitted boundaryTr a n s m i t t e d b o u n d a r y Tr a n s m i t t e d b o u n d a r y Free surfacebased on the E criterion.inor damage occurs on thea signi icant e ect on the damaged one or a given(a)Damaged zone based on t he PPV criterion.(b)Damaged zone based on the ES criterion.Fig.9Damaged zones of the rock chamber based on the PPVcriterion and the ES criterion (the loading density is 10kg/m 3and the chamber height is 20m).loading density,and uniform pressure boundary derived based on the charge weight and the explosive energy will result in completely a different damage profile of the rock chamber.It may be said that the damage of rock chamber depends on not only the loading density but also the chamber geometry.Again,larger damaged area is observed when the PPV criterion is employed.The major damaged zones based on the proposed criterion (D >0.22)in the study for the two cases are shown in Fig.10.It can be observed that the damage intensity above the chamber is much lower than that on the chamber floor.However,the damaged zone size is about the same on the top and bottom sides,while singular damage is produced near the sidewall.The predicted damaged area is between the results based on the PPV criterion and the ES criterion.This indicates that the proposed damage model is effective.It is seen again that minor rock spalling occurs on the ground level due to the stress wave reflection from the free(a)10m-high charge chamber.(b)20m-high charge chamber.F D z (D >)boundary.The chamber with a height of 20mexperiences a smaller damaged zone,which implies again that the chamber geometry has a significant effect on the damage profile.Figure 11gives the damaged zones for the two chambers based on the proposed damage criterion when the explosive is hung on the chamber center.As expected,damage to the chamber floor is reduced,while the damage to the chamber ceiling is increased.The 20m-high chamber produces a smaller damaged area around the chamber.The results indicate that the coupling condition has a significant effect.(a)10m-high charge cham ber.(b)20m-high charge chamber.Fig.11Damaged zones in cases of a concentrated charge at the chamber center.To consider the influence of explosive distribution,two chambers with different charge distributions are investigated.In the first chamber,a 100-t TNT is placed at the center of the floor and another 150-t TNT is placed in a ring with a radius of 10m on the floor.In the second chamber,all the 250-t charge is distributed in a ring with a radius of 10m on the floor.The derived damaged zones for the 10m-high chamber are shown in Fig.12.It is observed that the second chamber produces a relatively larger surrounding damaged zone.However,the first chamber causes a more concentrated damage to the rock mass around the center of the chamber.Both chambers result in smaller failure areas at the ground level compared to the case of a concentrated charge on the chamber floor shown in Fig.11(a).It indicates that different explosive distributions will induce different damaged areas and damage levels around the chamber.(a)In the first chamber.(b)In the second chamber.F D z yf ig.10amaged ones based on the proposed criterion 0.22.ig.12amaged ones generated b distributed charge on the chamber loor.。
摩擦系数对铁路车轴微动损伤的影响研究
摩擦系数对铁路车轴微动损伤的影响研究崔志国(中车青岛四方机车车辆股份有限公司,山东 青岛 266000)Investigation on the Influence of Friction Coefficient on the Fretting Damage of Railway AxlesCUI Zhiguo(CRRC Qingdao Sifang Co ,Ltd ,Shandong Qingdao 266000)车轴是铁路机车车辆的关键结构,几乎承载着列车运行时全部的重量。
车轴与车轮、制动盘等通过过盈配合方式连接。
在旋转弯曲或扭转载荷下,过盈配合面会发生微米级的相对运动,这使得轮轴过盈配合边缘将不可避免地出现微动磨损,并可能出现微动疲劳。
微动疲劳将导致车轴过早失效,使其难以达到20~25年的设计寿命。
为了研究铁路车轴微动损伤,学者们进行了详尽研究。
1968-1972年间,Nishioka 和Komatsu[1]采用1:4比例车轴进行了大量试验,研究了突悬量和直径比等结构参数对轮座微动疲劳强度的影响。
研究发现,车轴微动疲劳强度随突悬量和直径比的增加先增加,而后基本保持不变。
然而,由于过盈配合结构的封闭性,Nishioka 和Komatsu 无法获取微动区的接触应力和滑移幅值等与微动损伤相关的参量来揭示损伤机理。
近年来,Cervello [2]采用全尺寸车轴试验研究了直径比对车轴微动疲劳强度的影响。
此后,Foletti 等[3]在Cervello 试验的基础上,将限元仿真获得的应力同多轴疲劳准则结合,研究了车轴轮座缺陷的起裂条件。
基于上述分析可知,研究人员需要将试验和仿真手段相结合,才能系统地对车轴微动疲劳问题进行研究。
近年来,大量有限元仿真聚焦于车轴微动疲劳[3-6]。
然而,几乎所有研究仅提供最终的仿真结果,鲜少给出建模的细节及仿真参数的选取依据。
学者们一般将轮轴配合面的摩擦系数取为0.6[3,4],也有部分学者取0.4[6]和0.7[7]。
胡家河矿回采巷道变形及超前应力分布规律
第43卷 第3期2023年5月西安科技大学学报JOURNALOFXI’ANUNIVERSITYOFSCIENCEANDTECHNOLOGYVol.43 No 3May2023张红卫,余智秘,李小菲,等.胡家河矿回采巷道变形及超前应力分布规律[J].西安科技大学学报,2023,43(3):486-494.ZHANGHongwei,YUZhimi,LIXiaofei,etal.DeformationandadvancedstressdistributionbehaviorofminingroadwayinHujiahemine[J].JournalofXi’anUniversityofScienceandTechnology,2023,43(3):486-494.收稿日期:2022-12-18基金项目:国家自然科学基金项目(51874232);陕西省自然科学基础研究计划联合基金项目(2021JLM-06)第一作者:张红卫,男,河南濮阳人,高级工程师,E mail:490096568@qq.com通信作者:丁自伟,男,山东临沂人,教授,博士生导师,E mail:zwding@xust.edu.cn胡家河矿回采巷道变形及超前应力分布规律张红卫1,余智秘1,李小菲2,丁自伟2(1.陕西彬长胡家河矿业有限公司,陕西咸阳713600;2.西安科技大学能源学院,陕西西安710054)摘 要:受综放工作面开采影响,回采巷道的围岩变形破坏规律与超前支承应力影响范围既是巷道支护设计与优化的重要参考,又是矿井冲击地压防治与预测的前提。
以彬长矿区胡家河煤矿402102综放工作面泄水巷为工程背景,采用理论分析、数值模拟与现场实测相结合的方法,分析煤层巷道受开采扰动影响造成的围岩变形破坏情况,揭示回采巷道超前支承应力峰值影响范围及超前支承应力影响范围。
结果表明:泄水巷超前采动影响范围为工作面前方90m范围内,且高层位岩层的位移要大于低层位岩层的位移;在一次采动影响阶段,泄水巷顶底板塑性区范围为1.25m,两帮塑性区范围为1.0m;泄水巷超前支承应力峰值影响范围实测值10m,理论值11.4m,模拟值12m;泄水巷超前支承应力影响整体范围实测值100m,理论值103.03m,模拟值108m。
英文跌落试验机
Drop Test Reliability of Lead-free Chip Scale PackagesAndrew Farris 1* , Jianbiao Pan 1 , Albert Liddicoat 1 , Brian J. Toleno 2 , Dan Maslyk2Dongkai Shangguan Cal Poly State University, Department of Electrical Engineering1 Grand Avenue, San Luis Obispo, CA 934073 , Jasbir Bath3, Dennis Willie , David A. Geiger 3 3 1 *Email: ajfarris@2Henkel Corporation, 15350 Barranca Parkway, Irvine, CA 92618 Flextronics International, 2090 Fortune Drive, San Jose, CA 951313products at different impact orientations and drop height. Theimpact behavior has been studied at the product level [5]. Aftercomprehensive drop tests, failure analysis, and simulations ontwo ball grid array (BGA) packages at the board level, Tee, et al.[6] developed a life prediction model for board level droptesting. The effect of different solder alloy compositions ondrop reliability has been studied by Syed, et. al. [7]. SinceSnAgCu (SAC) solder alloy performs poorly compared withSnPb solder under drop test, several studies have been done toimprove the reliability of lead-free solder joints by addingmicro-alloying additions [8, 9] or lowering Ag content [10].Underfill materials were originally developed to improve the solder joint reliability of ball-grid array (BGA) and flip chip packages during temperature cycling. Recently studies haveshown that underfill can improve drop test reliability as well [11, 12]. However the application of underfills increases both thecost of production and assembly cycle times in manufacturing and this must be considered against the reliability improvements. To reduce the costs of underfill application, corner bonding and edge bonding processes have been developed. In the corner bonding process, the adhesive is applied near the package corners before BGA or CSP packages are placed and reflowed.In edge bonding processes, the adhesive is applied after the BGA or CSP packages are placed and reflowed. The reliabilityof corner-bonded CSPs has been investigated [13, 14]. AbstractThis paper presents the drop test reliability of 0.5mm pitchlead-free chip scale packages (CSPs). Fifteen 0.5mm pitchCSPs were assembled on a standard JEDEC drop reliability testboard with Sn3.0Ag0.5Cu lead-free solder. Eight boards wereedge-bonded with a UV-cured acrylic; eight boards were edge-bonded with a thermal-cured epoxy; and twelve boards wereassembled without edge bonding. Half of the edge-bonded testboards were subjected to drop tests at a peak acceleration of1500G with a pulse duration of 0.5ms, and the other halfsubjected to drop tests at a peak acceleration of 2900G with apulse duration of 0.3ms. Half of the test boards without edgebonding were subjected to drop tests at a peak acceleration of900G with a pulse duration of 0.7ms, and the other half subjected to drop tests at a peak acceleration of 1500G with apulse duration of 0.5ms. Two drop test failure detection systems were used in this study to monitor the failure of solder joints: ahigh-speed resistance measurement system and a post-drop static resistance measurement system. The high-speed resistance measurement system, which has a scan frequency of 50KHz and a 16-bit signal width, is able to detect intermittent failures during the short drop impact duration. Statistics of the number of drops to failure for the 15 component locations on each test board arereported. The effect of component position on drop test reliability is discussed. The test results show that the drop testperformance of edge-bonded CSPs is five to eight times betterthan the CSPs without edge bonding. However, the drop test reliability of edge-bonded CSPs with the thermal-cured epoxy is different from that with edge-bonded CSPs with the UV-curedacrylic. The solder crack location and crack area are characterized with the dye penetrant method. The fracture surfaces are studied using scanning electron microscopy (SEM). Failure detection systems and failure criteria used in the literature vary widely. There are three main failure detection methods used in drop test reliability: post-drop (static) resistancemeasurement [12, 15], event detection [16], and in-situ high- speed data acquisition [17]. The post-drop resistance measurement method measures resistance of solder joints after each drop. The event detection method determines if a failureevent temporarily occurs during a single drop. The in-situ high-speed data acquisition method measures the dynamic resistance of solder joints during and after the drop impact and board I. Introduction Mobile and handheld electronics devices such as digital cameras, cell phones, and personal digital assistants (PDAs) are prone to be dropped in their lifetime. The drop event may result in failure of solder joints inside these devices. Recently the European Union (EU) Restriction of Hazardous Substances (RoHS) and other countries' lead-free directives banned the use of lead in consumer electronics products. Thus, it is critical to study the drop test reliability of lead-free solder joints. There has been a significant amount of research done in thelast few years on drop impact reliability. The JEDEC standard JESD22-B111 [1] for the board level and related standards [2, 3] for subassembly level have been developed for drop testing handheld electronics. Lim and Low [4] proposed a method to examine the drop impact responses of portable electronicvibrations. Different researchers have used different failure criteria, for example, a resistance threshold of 300Ω [18], 1000Ω [1], or 1500 Ω [16], a resistance change of 10% [12], or 20% [15]. In a sense, all of these criteria are subjective, because, at this time, no scientific research has been done on the interconnection failure criteria. Determination of appropriate failure criteria is extremely important in order to observe firstfailures and when failures advance to different failure stages [17]. This variety of failure detection systems and failure criteria used by different researchers make the comparison of results difficult. This study discusses the reliability of CSPs in drop impact, with and without edge-bonded underfill, using twofailure detection systems and presents the component failure sequence as observed by each system.II. Test Vehicle Design and AssemblyThe test vehicle was designed according to the JEDEC standard [1]. It uses an eight-layer FR4 material board with a size of 132mm by 77mm and a thickness of 1 mm. The component used was 0.5mm pitch Amkor CSP having 228 I/O and with a size of 12mm by 12mm. The CSP has daisy-chained connections with an input and output trace located at one package corner. The boards have Organic SolderabilityPreservatives (OSP) surface finish on non-solder mask defined(NSMD) pads, while the components have electro-plated nickel- gold surface finish on solder mask defined (SMD) pads. The test vehicle with components assembled is shown in Figure 1.Figure 3. SEM of solder joints after assembly Sn3.0Ag0.5Cu (SAC305) Multicore 318LF lead-free solder paste (Type 3) was stencil printed using a DEK machine through a 4 mils thick electro-polished stencil with 12 mils square apertures. Solder paste height and volume were measured by aCyberOptic machine to ensure high printing quality. The component was picked and placed by a Siemens F5 machine. AHeller EXL1800 oven with seven heating zones and one cooling zone was used for solder reflow. The reflow oven processing was done in air. The reflow profile is shown in Figure 2. Figure 4. An edge-bonded CSP III. Drop Test Methodology The drop tests were conducted using a Lansmont M23 TTSII shock test system, which applies a single half-sine shock impact pulse to the test vehicle for each drop. Multiple impacts were Post-assembly cross-sectioning and SEM showed good solder joints with some small voids as shown in Figure 3. prevented by a pneumatic rebound brake system that slowly Visual and X-ray inspection showed shiny, round and well collapsed solder joints with no bridging. brings the table to a stop with minimal effect on board vibration. This shock test system represents a typical board level drop testsetup. The test boards were divided into three cells, one of whichwas edge-bonded with a thermal-cured epoxy, one of which was edge-bonded with a UV-cured acrylic, and the third cell having no edge-bonding. The edge-bond was applied on all four package corners by an Asymtek Century series machine. The edge bond had an average length of 3.81 mm (150 mils) along each side (per corner) after the assembly process was complete, and had an average length of 1.2 mm fillet leg after being cured. Figure 4 shows an example of the finished edge-bond. For this study the test vehicle was mounted with the board in a horizontal position with the components facing downward which is the most severe orientation for board deflection [1, 19]. Four corner shoulder screws with 12 mm standoff supported the board mounted on the drop table. The drop table was secured between two guiding rods and could travel only along the vertical direction. When dropped from the chosen height, the drop table falls vertically and impacts the stationary seismicshock mounted table base. This impact transfers an input acceleration pulse to the test board through the four corner supports. The acceleration peak value and pulse duration are controlled by the drop height, friction against guiding rods, and impact surface.Three acceleration conditions were chosen from the JEDEC recommendations [2]: 900G, 1500G, and 2900G, with 0.7 ms, 0.5 ms, and 0.3 ms durations respectively. These are JEDEC condition F, B, and H. The input acceleration pulse was monitored for each drop by an accelerometer attached to the table base plate using a Test Partner TestPal signal conditioner and software. For each drop height and impact surface selected, the average result of two accelerometers was used as shown in Figure 5. The table impact surface varied between acceleration conditions, with a felt pad used for 900G and several sheets of watercolor paper used for 1500G and 2900G. The drop heights used were 368 mm (14.5 inch), 572 mm (22.5 inch), and 762 mm (30 inch). The drop height was adjusted incrementally to maintain consistent acceleration conditions during test cycles Figure 1. Test vehicle with componentsand the acceleration was measured on every drop. deviation was made from the JEDEC standard in that the gap between the shoulder screw and board surface was controlled toOne Figure 2. Solder reflow profilewithin only 100 microns rather than the standard 50 microns [1]. A misalignment of tooling for the drop test support screws prevented use of the specified gap limitation. value (in this case 100Ω) to construct a voltage divider circuit as shown in Figure 6. The DAQ records the voltage (V c ), divided across the component resistance and static resistance. Thevoltage (V c ) relates to the resistance (R c ) by Eq. 1, where V DC is the DC voltage source set to 5V. As the component electrically fails, the resistance rises (R c ) and the DAQ registers a rise in voltage (V c V DC = 5V).V c R sDC V cR C V(1)Figure 5. Input acceleration pulse of 1500G - 0.5ms, condition B The test vehicles were split into two groups as shown in Table 1, one per failure detection system, with each group having 8 edge bonded boards (4 for each edge-bond material) and 6 boards without edge bond. Those groups were split so that each group would have 3 non-edge bonded boards at 900G, 3 non-edge bonded boards and 4 edge bonded boards at 1500G, and 4 edge bonded boards at 2900G. One additional board without edge bond was dropped at 2900G (no matching board was tested by post-drop).Figure 6. DC series voltage divider circuitA cable was connected to the test vehicle by soldering the 16 wires (15 channels and common ground) directly into plated through-holes on the short side of the board. The cable was secured to the drop tester base plate to prevent loading against the solder connections during impact. The failure criterion used for the high-speed data acquisition system was taken directly from the JESD22-B111 standard [1]: a 100Ω resistance in the component daisy chain at any time during the drop impact orsubsequent vibration is considered a failure, and the failure mustbe repeated in at least three out of five successive drops. Since a 100Ω static resistor and 5V DC supply voltage are used, thefailure condition of 100Ω is the equivalent of measuring 2.5V on the component daisy chain. The electrical continuity of thecable-to-board through-hole solder joints was verified at regular intervals during and after drop testing to eliminate false positive failures due to broken cable connections.The post-drop resistance measurement system used a LabView program and Keithley digital multimeter to read the daisy-chain resistance, once for each component after each drop, through a cable connected to the test vehicle after the vibration ceases. For this system no cable is connected to the boardduring the drop event. The failure criterion for the post-drop resistance measurement system of a static 10Ω rise (or more) from initial resistance is used.The two failure detection systems use failure criteria that are necessarily different. The post-drop system is detecting a class of permanent failures only, which may be a solder crack that may be partially seated together when the board is at rest; the change in the resistance of the daisy chain due to this crack is small. The 10Ω static rise threshold was chosen to detect that small change. The data acquisition system detects intermittent failure, which may have insignificant resistance change whenthe board is at rest but a larger change during board deflection. The data acquisition system uses a temporary 100Ω resistancethreshold, although data samples taken after the board vibration ceases could also be used to detect failure with the post-drop criteria. Table 1. Number of boards per drop test variable cellFailure Detection Edge-bonding 900G DAQ System Post-drop SystemYes 0 No 3 Yes 0 No 3 1500G 4 3 4 32900G 4 1 4 0IV. Failure Detection SystemsThis study compares drop impact failures with two failure detection systems: in-situ high-speed data acquisition (DAQ)with analog-to-digital conversion (ADC) yielding dynamic resistance measurement, and post-drop static resistance measurement. These systems will be referred to as the data acquisition system and the post-drop system for purposes of discussion.The high-speed data acquisition system uses a National Instruments (NI) ADC, a desktop computer, and a voltage divider network to evaluate the resistance of the componentdaisy chain during the drop impact at a sampling frequency of50KHz and 16-bit accuracy. This sampling rate of the systemprovides 50 sample points per millisecond for each component(50,000 per second), so that several samples are taken during the initial shock pulse (as short as 0.3 ms for 2900G). The primary deflection time of the board and first harmonic vibration frequency in a 1500G drop are near 4 ms and 240Hz [20]; with a 50Khz sampling frequency this system provides more than 200samples per board deflection cycle. During each drop the ADC records every data point taken from the fifteen components andsupply voltage and saves a data file for later analysis. A simple and proven method of achieving dynamic daisy-chain resistance measurement at near real-time was used [21]. The daisy chain is placed in a DC series circuit with a static resistor (R s ) of known The high-speed data acquisition system is capable of detecting intermittent failures as shown in Figure 7 during theboard deflection and vibrations, whereas due to the single static measurement taken per drop the post-drop system can only detect permanent failures. In the example shown the static resistance rise from the initial condition is negligible and would not be detected as failure by the post-drop system since the static resistance rise is less than 0.1 ohm from the initial condition.obvious differences is that component C5 failed for every post- drop system board at 900G and 1500G but not at all for the DAQ system for those conditions. C14 and C9 also have similar differences between the detection systems, both failing more for the post-drop system than data acquisition. The reason for this difference in failure between systems is not clear yet, however it may be due to the attachment of the data acquisition cable to the board, which is believed to have an effect on board dynamics. The component location plays a significant role in the drop test reliability. The components along the board center (C3, C8, C13) tend to fail earliest and most frequently for both failure detection systems, although C3 did not fail as often for the DAQ system. Components C4 and C12 also failed consistently for both systems, but the symmetrical board locations of C2 and C14 did not fail as often or as early; C2 did not fail consistently for either system, but C14 did fail for the post-drop system. The failure locations have other symmetry issues as well; with C9 failing on the post-drop system but the symmetrical match C7 failing infrequently.Figure 7. Intermittent failure detected by DAQ system, 10,000 data points shown in a 0.2 second windowV. Results and Discussion Table 2. Drops to failure by data acquisition, no edge bond Because the JEDEC standard drop test induces a complex strain pattern across the test board, causing varied stresses in the solder joints, JEDEC recommendations divide the components on the board into six groups (denoted A-F) that are expected tohave similar failure rate due to the symmetry of their locations [1]. The issue of component location has been shown in anumber of studies to be critical; the stress and strain in solderjoints, and their failure rate, is partially dependent on thecomponent location on the board [22, 23]. Che, et al. found thatthe maximum acceleration location occurs at the board centerand is much higher than the input acceleration, however the maximum board strain occurs under components along the boardedges and near the supports [22]. Therefore it is necessary toAccel (g) Drops Edge Bond Component 900 75 None 900 75 None 900 100 None None None 1500 1500 1500 60 None 2900 50 None70 40 C1 C2 C3 C4 C5 C6 C7 C8 C9 C10C11 C12 C13 C14 C1537 26 29 725 4 4 5 3 42 7 62 26 14 6 33 23 26 44 34 21 19 3 35 13 28 50 30 21discuss failures in context of component location. The5 2 1 114 2 38 50component locations are numbered as shown in Figure 8, and for this study the DAQ system cable is always soldered in thru- holes at the board edge near component 6. 16 15 6 11 43 40 13 9 6 5 32 21Table 3. Drops to failure by post-drop, no edge bondAccel (g) Drops 900 75 900 70 900 100 1500 1500 150060 70 40 Edge Bond ComponentNone None None None None None C1 C2 C3 C4 C5 C6 C7 C8 C9 82 55 38 22 11 36 14 45 9 7 31 43 2 15 17 14 8 7 1 3 5 5 Figure 8. Board component location numbers for 15 components 10 65 54 A. CSP reliability without edge bondingThe drops to failure for each component location and test board without edge bonding are shown in Table 2 for the DAQ system and in Table 3 for post-drop system. In both tables, each column represents one board except the first column. The first row is the input acceleration condition used for that board and the second row is the total number of drops the board was subjected to.61 16 11 13 53 13 16 7 28 5 8 2 14 C10 C11 C12 C13 C14 C15 29 6 5 1 44 55 18 16 37 75 12 3 3 9 28 5 5 5 3 3 34 It is clear that the drops-to-failure is different between the DAQ system and the post-drop system. One of the most426It is interesting to note that the drops-to-failure vary significantly between different boards for the same component location. It is clear that higher G-level results in lower drops-to- failure. Every component except C10 in a board without edge- bonding failed after 50 drops when subjected to 2900G. Most of the components fell off the board after less than 20 drops. Table 5. Drops to failure by post-drop, edge-bonded Accel (g) Drops Edge Bond Component 1500 237 Heat Heat 1500 1500 1500 2900 2900 2900 175 UV 2900 173 UV 350 279 UV 300 UV 170 170 Heat Heat C1 C2C3 C4 304 62 101180 99 12 23 349823 B. CSP reliability with edge bonding22 60 81 242 262 74 72 25 40 The drops to failure data for edge-bonded boards are reported in Tables 4 and 5. The total number of drops for each board is listed in row 2, and the edge bonding material (either thermal-cured epoxy or UV-cured Acrylated Urethane) is listed in row 3. It is clear that edge-bonding improves the drop test reliability significantly by comparing the orange highlighted columns in Table 4 (2900G) to the last column of Table 2 (also 2900G). Eight components failed on a board without edge-bonding after 7 drops when subjected to 2900G as shown in Table 1, while first eight failures occurred for boards with edge-bonding after 36, 44, 100, and 133 drops when subjected to 2900G as shown in Table 4. For an input acceleration of 2900G, the edge-bondedboards show a 5-8 times reliability improvement.The component location plays a significant role in the droptest reliability. Similarly to the boards without edge bonding, components C4 and C12 fail earlier than components C2 and C14, in the symmetrically mirrored board locations. Again as with the boards without edge bonding, components C7 and C9show significant symmetry mismatch in both board failure detection systems. This issue is explored further in the failureanalysis section where the determined cause is explained.The drop counts to failure are higher with edge bond applied for the majority of boards and component locations, and for both failure detection systems. However, the data acquisition system observed some intermittent failures that occurred for up to 150 consecutive drops in edge-bonded components without ever advancing to a permanent failure stage. In some of these cases the post-drop system would not have recorded failure when drop testing was stopped. 292 13 C5 62 151 21C6 C7 112 282 6 180 151 C8 C9 88 108 283 68 106 30 53 132 112 292 36 116 C10 C11 C12 C13 C14 C15 3 1 159 60 112 57 144 188 188 162 133 243 297 137 6 154 36 151 128 43 99 The data acquisition system does not always show failures in fewer drops (earlier detection) as was expected since it can detect the intermittent failure, but it recorded more total failures of the 2900G set than the post-drop system did. The capability of detecting failure earlier may be partially offset by therequirement of adding wired connections to the board during the drop impact; the wire may influence board deflection andvibration characteristics, and subtly effect drop reliability results. VI. Failure Analysis Failure analysis was performed on a subset of the failed test boards after drop tests. The outer row of solder joints of two components on two boards each was cross-sectioned. Scanning electron microcopy (SEM) images indicate the intermetallic layer thickness was 1-1.3 micron on the board side and 1.3-2 microns on the component side. To investigate the extent of cohesive failure resulting from the drop tests, the dye penetrant test was performed on eight boards, four with and four without edge-bond. Optical microscopy was used to identify dyed areas and determine failure location, root cause, and how widespread the under-pad resin cracking problem was for each component location.Table 4. Drops to failure by data acquisition, edge-bondedAccel (g) Drops Edge Bond Component1500 1500 1500 1500 2900 2900 29002900173 UV 325 350 279 UV 355 UV 190 170 175 UV Heat Heat Heat Heat C1 C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13C14 C15 151 127 72 16 36 44 35 20 25 12 65 24 13 42 22 66 61 A. Failure Modes342 292 255 276 33 257 133 70 63 119 103 100 91 60 158 83 The most common failure observed was trace/pad breakage at the neck from the trace to pad as shown in Figure 9. The dyed area in the right of Figure 9 shows the resin cracked under the copper pad on the board side. The trace break was mainly due to the cohesive failure of resin between the copper pads and the fiberglass dielectric layer. Figures 10-12 show cross-sectioned solder joints where resin cracking is visible underneath the pads in the dielectric layer. The pad cracking was commonly seen for both boards with and without edge bonding. Similar failure mode of trace broken has been reported by Chong, et al. [24], and the resin crack been observed by Mattila, et al. [16], Chong, et al. [24] and Wong, et al. [25].80 236 101 12 73 37 69 842959 38 2318 442555 201 85 292 113 124277 178 52 193 76 129 232 103 162 77 66 61 53 42 16 14 120 9073 All the components examined by dye penetrant that were electrically failed were categorized as solder failure, trace107 268 44failure, both, or unknown. Of those components with electrical failure:- 58% showed I/O trace failure with cracking under pads - 12% showed solder joint fracture on the board side- 19% showed both solder joint fracture and I/O trace failure - 11% showed daisy chain trace failure and pad cracking The 58% of electrical failures were due to one or two input/output trace connections broken away from the copper pad. Another 11% had pad cracking that led to daisy chain tracefailure within the array (not at the I/O traces). The large ratio of electrical failures resulting from I/O traces cracked away from pads compared to solder joint fracture may be partially related to the test vehicle design and trace routing. Figure 13 shows a single CSP pad location with all four corners where corner 2 has two traces running outward from the component. These two traces are the daisy-chain input and output connections. Traces connected to the other three corners lead to test pads and are not part of the daisy chain. The orientation of every package on the test vehicle is the same, with corners 1 and 2 parallel to the short board axis, corners 2 and 3 parallel to the long board axis, and the orientation of the trace layout is also the same for each. Dueto resin crack under the copper pad, the transition of the trace to the I/O pad is the weakest point, which causes copper trace/padcracking. A copper pad crater and part of one of the corner 2 I/O traces is shown in Figure 14, which is the board side match of the failure shown in Figure 9. The frequency of this failure indicates that if the corner solder joint pads were allowed to lift off the board while maintaining electrical continuity (the daisy chained trace between solder pads may lift up), then the drop impact reliability of the assembly might be overestimated. A test vehicle utilizing typical PWB layout for CSPs in electronic devices, such as traces to vias rather than pad to pad daisychains, may be more appropriate for evaluating board level drop impact reliability.Figure 10. Cracked resin under the board side pad (dark line), edge bonded Figure 11. Crack in board resin underneath pad (thick darkarea), no edge bond Figure 12. Cracked resin layer under pads for several solderjoints, edge bondedThe secondary failure mode was solder joint fracture. Figure 15 shows a fracture near the board side Cu 6Sn 5 intermetallic layer. Solder fracture failures were observed at the board side only and no solder failures were found at the component side.Both complete and partial solder fractures were found by dye penetrant analysis as shown in Figure 16. It is interesting to note that both a solder joint fracture and a broken trace can lead to electrical failure as shown in Figure 17. The pad on the left side of the image in Figure 16 has resin cracking which led to trace breakage as the pad lifted away from the board with the component during board deflection.Figure 13. CSP I/O traces and component orientationFigure 14. Copper pad crater with dyed board fibersFigure 9. Trace cracked away from solder joint (left) and the same solder joint with pad dyed (view of component surface)。
石油英语词汇(F1)
石油英语词汇(F1)石油英语词汇(F1)石油英语词汇(F1)f ahd 全速前进f ast 全速后退f number 光圈数f stop f光阑f test f 检验f 保险丝f 灯丝f 地层因素f 法拉f 法拉第常数f 范氏摩擦系数f 飞母托f 氟f 光圈数f 函数f 华氏度数f 力f 滤器;滤波器f 滤液;泥浆滤液f 频率f 组f-coal 丝炭为主的显微质点f-k analysis f-k分析f-k filter f-k滤波器f-k migration f-k 偏移f-k space 频率-波数空间f-k spectra f-k 谱f-k transform f-k 变换f-k velocity filtering f-k 速度滤波f. 二月f. 满f. 面宽;齿宽f. 频率计f.b. 运货单f.c. 期货交易合同f.c. 英尺-烛光f.c.b.p. 可付外币f.c.c. 面心立方f.d. 加工和钻孔f.d. 强力鼓风f.e. 例如f.e. 外汇期货f.f. 固定焦点f.fw. 管件与管件焊接f.h.p 摩擦马力f.l.t 地层压漏试验f.l.t 满载转矩f.o. 到港价格f.o. 确盘f.o. 准备出发f.p. 法国专利f.p. 纸绝缘薄膜电容器fa 工厂自动化fa 故障分析fa 急救fa 英寻fa 脂肪酸faa 游离氨基酸faas 火焰原子吸收光谱法fab 弧前盆地fab 急救箱faber viscosimeter 法伯尔粘度计fabian system 冲击钻进法fabric analysis 组构分析fabric cartridge filter 筒式纤维织网过滤器fabric filler 织物填料fabric screen 纤维滤网fabric selective 选择性组构fabric selectivity 组构选择性fabric tank 软桶fabric 岩组fabric-axes 组构轴fabric-jacket foamglass 外裹纤维布的泡沫玻璃fabricant 制造者fabricate 制造fabricated construction 装配式施工fabricated language 人造语言fabricated mast 装配式轻便井架fabricated section 安装件fabricated sheave 组装滑轮fabricated valve 高压锻钢阀门fabricating cost 造价fabricating yard 施工现场fabrication crew 制造小组fabrication drawing 施工图fabrication phase 制造阶段fabrication weldability 工艺可焊性fabrication 制造fabricator 制造者fabriform 焊制结构fabroil 夹布胶木fac 传真facade 正面;表面face angle 面角钢face bar 面材face contact 工作接点face direction 面方向face guard 防护面罩face hardening 表面硬化face lathe 端面车床face left 盘左face line of teeth 齿峰线face machined flat 磨平面face mask 面罩face of gear 齿轮面face of pulley 滑轮侧板face of the channel 岩层孔道面face of the wellbore 井壁face of tool 切削面face of tooth 齿面face of weld 焊接面face of wheel 轮面face off 研磨端面face plugging 层面堵塞face right 盘右face runout 端面跳动face seal 面密封face shield 护面罩face shovel 正铲挖土机;正铲face value of the stock 股票面值face value 票面价值face velocity 沿面流速face work 抹面工作face yarn 面纱face 层面face-around 改变方向face-centered cubic lattice 面心立方晶格face-to-face 面对面;弯头接口面到面尺寸facepiece 面罩faceplate 面板facer 意外的障碍;铣刀盘facet 小面facetted boulder 磨面巨砾facetted pebble 棱石facial difference 相差异facial 相的;面的facient 乘数facieology 岩相学;相分析facies analysis 相分析facies association 相组合facies belt 相带facies change trap 相变圈闭facies change 相变facies cycle 相旋回facies data-base 岩相数据库facies diagram 相图facies evolution 相演变facies fauna 指相动物群facies fossil 指相化石facies group 相组facies identification 岩相识别facies map 相图facies model 相模式facies pattern 相型facies principle 相原理facies relationship diagram 相关系图facies relationship 相关系facies sequence analysis 相序列分析facies sequence 相序facies strike 相走向facies tract 相带facies trap 岩相圈闭facies triangle 相三角图facies type 相类型facies 相facies-controlled 相控制的facilitate 促进facilities 设施facility destruction 设施损坏facility of payment clause 支付协定条款facility programs 侦查程序facility 设备facing alloy 敷焊的硬合金facing machine 坡口机;刨床facing 变新的方向;饰面;涂料;端面车削faciolog 测井相解释程序名faciostratotype 相地层典型剖面facs 设备facsimile channel 传真频道facsimile chart 传真图facsimile communication 传真通信facsimile log 复制曲线facsimile paper 传真感光纸facsimile radio 无线电传真facsimile receiver 传真接收装置facsimile record 传真记录facsimile recorder 传真机facsimile seismograph 能直接在传真感光纸上记录的地震仪facsimile service 传真通信facsimile signal 传真信号facsimile telegram 传真电报facsimile telegraph 无线电传真facsimile transmission 传真发送facsimile unit 传真装置facsimile 传真facsimiles of authorized signatures 有权签字的样本;授权签字的印鉴fact 全自动编译技术fact 事实factitious 人造的;假冒的factor analysis 因子分析factor loading 因子载荷factor model 因子模型factor of assurance 保险系数factor of correction 校正系数factor of merit 优质因数factor of normalization 标准化因子factor of over capacity 过载系数factor of porosity 孔隙度factor of proportionality 比例因子factor of safety against cracking 抗裂安全系数factor of safety 安全系数factor of saturation 饱和度factor out 析出因数factor pattern 因子型式factor score 因子得分factor structure 因子结构factor variance diagram 因子方差图factor weight 因数重量;因数法码factor 系数factorability 可分因数性factorage 代理业;手续费factorial analysis 因子分析factorial design experiment 因子设计试验factorial design 因子设计factorial discriminant anlalysis 因子判别式分析factorial polynomial 阶乘多项式factorial series 阶乘级数factorial 因子的factoring 因子分解factoriol notation 阶乘记号factorization method 因子分解法factorization of polynomial 多项式因子分解factorization 因子分解factory assembly 工厂装配factory automation 工厂自动化factory cost 工厂成本factory for prefabrication 预制厂factory formula 生产配方factory inspection 出厂检验factory pipe bend 预制弯头factory preassembly 工厂预装配factory price 出厂价格factory runs 大量生产factory ship 加工船factory test 工厂试验factory work 工厂作业factory 工厂factory-calibrated 工厂校准的factory-made component 工厂预制构件factual survey 实情调查facula 光斑faculae facula 的复数facultative aerobe 兼性好氧菌facultative anaerobe 兼性厌氧菌facultative bacteria 兼性细菌facultative lagoon 兼性塘facultative thermophils 兼性嗜热菌faculty 技能fad 浮点加fade in 渐显fade out 渐隐fade resistance 抗褪色性fade 褪色;衰落fader 音量控制器fading 衰落fae. 远东faes 火焰原子发射光谱法fafs 火焰原子荧光光谱法fag 疲劳;辛苦地工作;使疲劳;磨损fagot 成束熟铁块faguspollenites 山毛榉粉属faguus 山毛榉属fahrenheit temperature scale 华氏温标fahrenheit temperature 华氏温度fahrenheit thermometer 华氏温度计fahrenheit 华氏;华氏温度计的fai 通风口faience 瓷器fail in bending 弯曲破坏fail in compression 压缩破坏fail in shear 剪切破坏fail in tension 拉伸破坏fail open 应急开放fail safe 故障防护;故障自动保险的fail to 未能fail 错误fail-closed 出故障时自动关闭的fail-safe close valve 故障自动关闭阀fail-safe control 故障控制fail-safe device 失效安全保障装置fail-safe lockout device 故障自动闭锁装置fail-safe open valve 故障自动开放阀fail-safety 系统可靠性fail-soft 工作可靠但性能下降fail-test 可靠性试验failed arm 断裂滑块failed rift 衰退裂谷failed test sample 不合格样品failing load 破坏载荷failing stress 破坏应力failing 缺点;如果没有…时;失败的failure analysis 故障分析failure detonation 拒爆failure due to fatigue 疲劳破坏failure exception mode 失效异常方式failure mechanism 破坏机理failure message 故障信息failure mode 故障种类failure of fuel 燃料系故障failure of oil feed 供油中断failure of performance 未履行合同failure of the current 电流的故障failure plot 腐蚀损坏剖面failure point 破裂〔失效failure prediction 故障预测failure pressure 破裂压力failure rate 故障率failure strain 破坏变形failure test 破坏试验failure warning 故障警报failure zone 断损区域failure 失败failure-free operation 无故障运行failure-rate average function 失效率平均函数failure-safe system 故障自动排除系统faint negative 浅底片faint 微弱的faintly acid 弱酸的faintly alkaline reaction 弱碱性反应fair average quality 中等质量fair current 顺流fair curve 修正曲线fair dealing 公平交易fair drafting 清绘fair game 公平游戏fair price 公平价格fair tide 顺潮流fair trade 公平交易fair water fin 导流板fair water 导流罩;整流器fair wind 顺风fair 市集fair-weather runoff 基本径流fairing 减阻装置fairlead 引线孔fairleader 导索环fairness 公正性fairth 信任fairway 航道fairy stone 十字石faithful 忠实的;正确的;可靠的fake 砂质页岩fal 流量分析测井falcodus 镰齿牙形石属falcon engine rust test 法尔康发动机锈蚀试验falex friction machine 法列克司摩擦试验机fall head 落差fall in 坍塌fall of ground 地层陷落fall of potential 电位降fall out of step 失步fall peneplain 准平原风化带fall rate 降落速率fall time 衰变时间fall velocity 沉降速度fall 通索fall-of-potential method 电位降法fall-off curve 压降曲线fall-off test 压降试井fall-off 衰减fall-out radioactive materials 放射性沉积物fallacy 谬误fallaway 分开fallback 降落原地;后退fallen-in 坍塌falling ball viscosimeter 落球粘度计falling body absolute gravimeter 落体式绝对重力仪falling body 落体falling dart test 落镖试验falling edge 下降沿falling film diluter 降膜稀释器falling film evaporator 降膜蒸发器falling head permeameter 变水头渗透率仪falling home 内倾falling needle viscometer 落针粘度计falling rock formation 塌落岩层falling sand abrasion test 落砂磨损试验falling sand stream 落砂流falling weather 雨季falling weight impact test 落锤冲击试验falling 落下falling-ball impact test 落球冲击试验falling-pendulum apparatus 落锤式织物撕破强力测试仪falling-sphere damage test 落球法损伤测定falling-sphere viscometer 落球粘度计fallout 放射性尘降falodus 法拉牙形石属false acceptance 误接受false alarm probability 假警报概率false alarm 假警报false angle 假角false anisotropy 伪各向异性false anomaly 假异常false anticline 假背斜false beach 岸外坝false bedding 假层理false body 假稠性false bottom 假湖底false cap rock 假盖层false cleavage 假劈理false code 非法代码false color camouflage-detection film 假彩色伪装探测软片false color composite picture 假彩色合成false color density slicing 假彩色密度分割法false color representation 假彩色显示false color 假色false cropping 假露头false dip 假倾角false distance 虚距false easting 东移假定值false echo 假回波false folding 假褶皱作用false fusion 假熔false horizon 假地平false image 虚象false indications 伪显示false northing 北移假定值false oolite 假鲕粒false parallax 假视差false pressure 假压力false rejection 误拒绝false rotary 备用转盘false seismic event 假地震同相轴false set 假凝结false stem 艏切水材false threading 造扣false triggering 假触发false twist crimping 假捻卷曲false twist texturing 假捻变形false twister 假捻管false twisting 假捻false work 脚手架false zero 虚零false 不成立false-color enhanced image 假彩色增强图象false-twist friction unit 假捻摩擦组件falsie 假偏差falsification 失真falsify 篡改falsity 虚伪性faltering demand 衰退需求faltung integral 褶合积分faltung 褶合式;褶积falun 介壳泥灰岩fame 名望famennian 法门阶familial 科的familiarity 熟悉familiarization 熟悉familiarize 使熟悉family curve 特性曲线family decline curves 递减曲线族family mold 集成塑模family of curves 曲线族family tree 系谱树family 族;系famous 法-美外洋海底勘探famp 风化石灰岩fan apex 冲积扇顶端fan apron 山麓冲积裙fan blower 鼓风机fan cleavage 扇状劈理fan cooler 风扇冷却器fan delta 扇状三角洲fan deposit 扇形沉积fan dial 扇形度盘fan facies model 扇相模式fan filtering 扇形滤波fan fold 扇状褶皱fan guide vane 风扇导叶fan of outwash sediment 冰水沉积扇fan out screw 松给进器快钻fan out 扇出fan pass 扇通fan plot 扇状图fan pulley 风扇皮带轮fan pump 风扇式泵fan shooting 扇形激发fan structure 扇形构造fan terrace 扇阶地fan turbidite 扇浊积岩fan valley 扇谷fan 冲积扇fan-beam scan 扇形射束扫描fan-filter 扇形滤波器fan-in factor 输入端数fan-in 扇入fan-like array 扇状组合fan-like mound 扇状丘fan-out factor 输出端数fan-segmentation 扇形分割fan-shaped alluvium 冲积扇fan-shaped anomaly 扇形异常fan-shaped anticline 扇形背斜fan-shaped beam 扇形波束fan-shaped delta 扇形三角洲fan-shaped fold 扇状褶皱fan-shaped structure 扇状构造fan-tail die 扇尾口模fan-talus 扇状岩屑锥fan-topped pediment 冲积扇覆盖的山前侵蚀平原fan-type fold 扇形褶皱fancy twister 花式捻线机fancy twisting 花式并捻fancy 想象力;幻想;精制的fanfold paper 扇形折纸fang 牙齿;尖端;齿fanglomerate 扇砾岩fanhead 扇顶区fanion 测量旗fanjet 鼓风式喷气发动机;鼓风式喷气飞机fanlight 扇形窗fann dial reading 范氏刻度盘读数fann rotational viscometer 范氏旋转粘度计fann viscometer 范氏粘度计fann viscosimeter 范氏粘度计fanned bottom 减低钻压fanner 风扇fanning bottom 小钻压井fanning equation 范宁公式fanning friction factor 范宁摩擦系数fanning 扇形编组;吸尘;通风;扇形fantail 扇状尾;船尾甲板fantastic 无法实现的fantasy analogy 想象力类推法fantasy 幻想fantom 假想层;幻象;影象;剖视图faolite pipe 塑胶石棉管;法奥利特石棉管faq 码头交货faq 质量中等far detector 远探测器far infrared band 远红外区far infrared drying 远红外干燥far infrared heater 远红外加热器far infrared radiation 远红外辐射far infrared region 远红外区far offset trace 远炮检距道far producer 远离注入井的生产井far range 远距离far sight 远视;远见;远景far trace 远道far-end crosstalk 远端串音far-field approximation 远场近似far-field bubble period 远场气泡周期far-field diffraction 远场绕射far-field particle velocity 远场质点速度far-field recording 远场记录far-field signature 远场特征波形far-field spectrum 远场频谱far-field term 远场项far-field 远源场far-infrared spectrum 远红外光谱far-infrared 远红外的far-range shadow 远距离阴影far-red 远红外的far-seeing plan 远景规划far-ultraviolet 远紫外线的farad 法拉faradaic path 法拉第通路faraday cage 法拉第筒faraday effect 法拉第效应faraday 法拉第faraday's law of induction 法拉第感应定律faraday's law 法拉第定律faradism 感应电流faradmeter 法拉计fare 运费farewell buoy 港口最外边的浮标farewell rock 粗砂岩farewell sand 一个地区最下部的可能产油砂层farewell 告别;告别的;再见farinose 淀粉的纤维素;含粉的farm boss 产油矿区经理;采油监督人;工长;工头farm in 转让入farm out agreement 转租协议farm out 转让出farmee 矿权承租人farmer's oil 地产主应得的原油farmer's sand 即将钻到的油砂层;地产主的财产下面的油砂层farmer's well 浅井farmin 佃入farmor 转让人farmout agreement 出租协议farmoutee 矿权承租人farmouter 矿权转租人farnesane 法呢烷farnesene 法呢烯faro 小环礁farrago 混杂farrisite 透辉闪煌岩farvitron 分压指示器fas 船边交货价fasb 财务会计标准委员会fasciculate 束状的;成束的〔结晶fasciculation 束状;束化fascicule 韵律层;束;分册fasciculite 角闪石fasciolites 宽带虫属fascircular texture 束状结构fashion 流行;风气;方式fasibitikite 负异钠闪花岗岩fasinite 橄云霞辉岩fasiostratotype 相层型fassil karst 古岩溶fast access memory 快速存取存储器fast access storage 快速存取存储器fast access 快速存取fast address 快速。
安全系统专业英语词汇
适用文档火灾警报alarm of fire火灾警报器fire alarm sounder火灾警报装置fire alarm device火灾事故fire accident火灾探测和报警fire detection and alarm火灾探测器fire detector火灾探测设备fire detection equipment火灾危害性fire hazard火灾危险fire danger/fire peril火灾危险性fire risk火灾显示盘fire indicating panel火灾现场scene of fire火灾寻视器firefinder火灾自动报警系统automatic fire alarm system火灾自动报警系统功效试验operational test for automatic fire alarm system机器地方的固定低膨胀泡沫灭火系统 low-expansion foam fire extinguishing system in machinery space机器地方的固定高膨胀泡沫灭火系统 high-expansion foam fire extinguishing system in machinery space机械控烟mechanical smoke control集中火灾报警控制器central fire alarm control unit假火警false alarm of fire间接扑火indirect fire suppression减光型光电感烟火灾探测器 obscuration-type photoelectric smoke detector 检烟系统 smoke detection system脚面罩metatarsal guard截流管嘴shutoff nozzle紧迫出口escape exit紧迫信号emergency signal/urgency signal警报alarm警报阀alarm valve警报器alarm警报信号alarm signal警报信号器alarm annunciator警报信号系统alarm system警笛alarm whistle/****** whistle警铃alarm bell警惕装置vigilance device警钟alarm bell安全地带safety zone安全度degree of safetysafety margin安全隔绝security isolation文案大全适用文档安全工程〔学〕safety engineering安全工程师safety engineer安全工作区area of safe operation安全管理safety control安全规程safety procedure/safety rules安全方案safety program安全记录safety records安全检查safety inspection安全教育〔学〕safety education安全距离safe distance安全科学safety science安全靠谱性safe reliability安全控制标记safety control mark安全联锁装置safety interlock安全帽 hard hatway out安全区place of safety/safe area/safety zone 安全地区safe region安全塞safety plug安全色 safety colo(u)r安全设备safety appliancesafety equipment安全设备safety device安全生产safety in production安全生产率safe productivity安全寿命safe life安全索life line安全条例safety regulations/safety rules安全网safe net安全问题safety problem安全系数assurance factorcoefficient of safetyfactor of safetysafety coefficientsafety factor安全系统protective system安全系统工程safety system engineering 安全信号safety signal安全性剖析safety analysis安全性能safety performance安全性设计security design安全因数safety factor安全要素safety factor安全因子factor of safety文案大全安全展望safe prediction安全预防举措safety precaution安全员safety man安全运行safe operation安全运行率safe operation raterate of safe operation安全罩guard安全装置safety device安全状态safe state安全自毁器safety destructor氨基干粉amino group powder保安security保安举措security measures保安规程safety regulations保安控制标记safety control mark保安联锁装置protective interlock保安器protector保安器组件protector block保安装置safety appliancesafeguardprotective tapeprotective jacket保护装置的保护因数protection factor of protective device 保密锁privacy lock保密条例security/safety regulation保险的safealarm bell警铃警钟alarm clock报警时钟告警装置alarm for oil-gas concentration油气浓度报警器alarm free无报警alarm lamp确认灯alarm of fire火灾警报警报信号警报信号系统alarm valve报警阀警报阀alarm whistle警笛alarm报警报警器告警〔信号〕告警装置警报警报器alarming horn报警喇叭alertor报警器amino group powder氨基干粉灭火器antichemical security对化学戒备防化捍卫〔举措〕重力防备服anti-kickback attachment防反向安全装置antiskid plate防滑板antiskidding防滑防滑的消火花的area of safe operation安全工作区arson纵火assurance factor安全系数audible alarm音响报警设备音响警报auto-alarm自动报警自动报警装置automatic alarm system自动报警系统automatic alarm自动报警出口方向标记exit direction sign初始整体性破坏initial integrity failure大火控制large fire control大火团mass fire大事故major accidentmajor breakdownserious accident单路火灾报警控制器single loop fire alarm control unit 蛋白泡沫液protein foam concentrate地上消火栓 post fire hydrant地下消火栓 flush fire hydrant点型感温火灾探测器spot-type heat detector点型感烟火灾探测器spot-type smoke detector点型火灾探测器spot-type fire detector电动火灾警报器electrical fire alarm sounder电容式感烟火灾探测器capacitor type smoke detector 定温火灾探测器constant temperature fire detector fixed temperature fire detector断氧灭火smo(u)thering对化学戒备antichemical security多级安全证明multilevel security proof多路火灾报警控制器multiple-loop fire alarm control unit惰化inerting惰化系统inerting system惰性气体灭火inert gas fire-fighting惰性气体灭火系统inert gas fire-fighting system惰性气系统统inert gas system惰性气系统统功效试验 operational test for inert gas system 二氧化碳灭火剂 carbon dioxide extinguishing agent 二氧化碳灭火器 carbon dioxide fire extinguisher二氧化碳灭火系统carbon dioxide extinguishing system防氨面罩kupramite防爆explosion-proof防爆的unexplosive防爆系统explosion protection system防盗prevention of burglary防盗报警装置burglar alarm防盗门burglar-proof door防毒面罩mask防反向安全装置anti-kickback attachment防备guard防备的protected防备帽valve cap防备面具face guard防备面罩face guard防备器件protective device防备设备protection device防备衣protective clothingvestguard防滑antiskiddingnonskid防滑板antiskid plate防滑的antiskidding防化捍卫〔举措〕antichemical security防火fire preventionfire protectionfire safetyprevention of fire防火的fireprooffireproofing防火阀fireresisting damper防火分开fire compartmentation防火分区fire compartment防火科学fire science防火分散路线evacuation route protected防火性fire proofing防火装置fire control unit防窃报警器burglar alarmintrusion alarm防备偶发事故prevention of accident防备不测prevention of accident纵火arson非爆炸危险场所non-hazardous areawindbreak氟蛋白泡沫液fluoro-protein foamite复合式火灾探测器combination type fire detector复火repeated fire干粉灭火剂powder extinguishing agent干粉灭火器dry-chemical fire extinguisherpowder fire extinguisher干粉灭火系统powder extinguishing system干粉炮powder fire monitor干粉抑爆剂powder suppressant干式喷水灭火系统dry sprinkler system感光火灾探测器optical flame fire detector感温火灾探测器heat fire detector感温火灾探测器响应时间下限值 lower limit of response time of heat detector 感温敏捷度 sensitivity to heat感烟火灾探测器smoke fire detector感烟火灾探测器敏捷度sensitivity of smoke detector感烟敏捷度sensitivity to smoke高空出事high-altitude accident告警〔信号〕alarm告警装置alarmalarm device隔音防火sound-and-fire proof个体防备用品personal protective equipment工程构造事故engineering structural accident工程事故engineering accident工程质量事故engineering qualitative accident工伤事故industrial accident工业安全industrial safetyindustrial security工业事故industrial accident工艺装备事故报告单accident voucher of tooling工作事故operating irregularity供气呼吸器supplied-air respirator供气面罩air-supply mask固定式灭火器fixed fire extinguisher固定式灭火系统fixed extinguishing system故障安全的fail-safe故障安全装置failure-safe device故障保险failure safe光电防盗报警器photoelectric intrusion detector光电感烟火灾探测器photoelectric smoke detector光电式烟雾探测器photoelectric smoke detector光电烟尘计photoelectric smoke meter过滤式口罩filter-type respirator过热警报器temperature alarm海上危险marine peril海损事故marine accident红外火警警报器infrared fire alarm红外火焰探测器infrared flame detector红外热警报器infrared heat alarm呼救脉冲emergency pulse呼救信号emergency pulse化学反应式灭火器chemical reaction fire extinguisher 化学灭火inhibition化学灭火器chemical fire extinguisher化学泡沫chemical foam混淆灭火系统combined agent extinguishing system 火花息灭装置spark quenching device火警报警器fire alarm火险fire danger火险等级fire size class火险级fire danger rating火险频度fire frequency火险期fire danger season火险区fire danger division火险天气fire danger weatherfire weather火险图fire risk map火险预警仪fire-danger meter火险指标fire danger index火行为fire behavior火旋风fire whirl火旋涡fire whirlthermal flame safeguard火焰期period of flaming火缘fire edge火灾firefire disaster火灾报警控制器fire alarm control unit火灾报警装置fire alarm installation火灾参数fire parameter火灾分类fire classification火灾荷载fire load火灾荷载密度fire load density火灾监测fire monitoring音响警报audible alarm引水消防泵fire priming pump隐患hidden dangerincipient fault隐燃火smo(u)ldering fire应急防备系统safety system应急工程emergency work迎面火back fire油气浓度报警器alarm for oil-gas concentration 预警器precaution device云梯scaling ladder云梯消防车aerial ladder fire truck灾害检测calamity detection真空喇叭vacuum horn蒸气发射系统steam projection system蒸汽灭火系统steam fire smothering system重力防备服anti-G suit助燃物oxidizer贮气瓶式灭火器gas cartridge fire extinguisher 紫外火焰探测器ultraviolet flame detector自动安全装置automatic safety device自动保护automatic protection自动保护系统automatic protective system自动保护装置automatic safety device自动报火警系统automatic fire detection system自动报警auto-alarmautomatic alarm自动报警系统automatic alarm system自动报警装置autoalarmautomatic alarm自动防备故障危害的fail safe自动火灾信号automatic fire signal自动灭火self-extinguishing自动灭火装置automatic fire extinguisher自动喷水灭火系统water sprinkling system自动喷水系统工作试验 operational test for automatic sprinkler system 自动抑爆系统 automatic explosion suppression system自然控烟natural smoke control阻化防火ignition inhibition for fire prevention阻火器fire barrierbell救火 fire fighting救火防毒面具 smoke helmet救生 life saving救生包 survival kit救生背心 life jacket救生袋 life pack救生垫 jumping cushion救生滑杆 life sliding pole救生滑梯 life slide救生囊 life preserver救生抛绳设备 life-throwing appliance救生器 life preserver救生设备 life-saving appliance救生设备安装 installation of life-saving equipment救生设备到位检查general inspection of lifesaving appliance救生索 life line救生梯 emergency escape ladder救生网 life net救生衣 floatation jacketlife jacketlife vest救生衣灯 lifejacket light救生属具life-equipment救援rescue局部应用灭火系统local application extinguishing system绝对紧迫状况absolute urgency可拆式火灾探测器detachable type fire detector可复位火灾探测器resettable fire detectorrunning fire劳保 labour insurance劳动安全科学labour safety science劳动保护 labour protection劳动保护科学labour protection science劳动保护设备labour safety devices离子感烟火灾探测器 ion smoke detector联用消防车universal fire truck临界事故报警器critical accident alarm磷酸盐干粉phosphate powder卤代烃灭火系统halogenated hydrocarbon fire extinguishing system〔爆炸〕危险场所hazardous area〔摩托车驾驶员等戴的〕护目镜goggles11 extinguishing agent1211灭火剂1211灭火剂1211 extinguishing agent1 extinguishing agent1301灭火剂1301灭火剂1301 extinguishing agent异样危险absolute urgency绝对紧迫状况accident analysis report 事故检查报告accident analysis事故剖析accident book不测事故记录册accident control事故控制accident frequeucy事故频次accident hazard 事故危险accident investigation 事故检查accident pattern 事故种类accident prevention program 事故预防方案accident prevention安全举措事故防备事故预防accident probability 事故可能性accident rate 事故率accident recorder 事故记录器accident report事故报告accident spot事故地址accident statistics 事故统计accident voucher of tooling工艺装备事故报告单accident有时事故事故不测事故accidental rate analysis事故率剖析accidental report事故报告〔书〕accidental risk事故危险性accidental severity事故严重程度accidental site出事地址aerial ladder fire truck云梯消防车air-supply mask供气面罩alarm and protection system报警保护系统alarm annunciator警报信号器alarm apparatus报警器卤代烷灭火剂haloalkane extinguishing agent卤代烷灭火器haloalkane fire extinguisher卤代烷灭火系统haloalkane extinguishing system 卤代烷克制剂haloalkane suppressant面具 facepiece面罩face mask灭火extinguishmentoutfire灭火剂extinguishing agent灭火器annihilatorextinguisherfire extinguisherflame arrester灭火设备fire extinction equipment灭火水龙带fire hose灭火系统fire extinguisher system耐火完好性fire integrity耐火稳固性fire stability耐火装置fireproofing有时事故accident抛射枪救生索等的nmortar泡沫-干粉联用消防车foam-powder universal fire truck泡沫控制剂foam controller泡沫灭火foam fire-fighting泡沫灭火剂fire-extinguishing foamfoam extinguishing agent泡沫灭火器foam fire extinguisher泡沫灭火系统foam extinguishing systemfoam fire extinguishing system泡沫溶液foam solution泡沫消防车foam fire turck泡沫液foam concentrate喷洒灭火系统fire sprinkling systemsprinkler system喷雾灭火机spraying extinguisher喷雾喷粉机sprayer-duster扑火fire suppression其余事故other accidents气体火灾探测器gas fire detector墙上消防栓wall hydrant抢险工程emergency work清水灭火器plain water fire extinguisher地区火灾报警控制器zone fire alarm control unit全面用火broadcast burning全吞没total flooding全吞没灭火系统total flooding extinguishing system确认灯alarm lamp热电警报器thermoelectric alarm热电偶定温火灾探测器thermocouple-type fixed temperature detector 热敏电阻定温火灾探测器thermistor-type fixed temperature detector 人身安全personal safety人员安全personal security人员伤亡personal casualty闪光警报warning blinker渗毒率toxicant leaching rate生保系统life support system生产事故industrial accident生计性survivability失火fire出事crash出事地址accidental site无效保险系统fail-safe system无效防备fail-safe湿式喷水灭火系统wet sprinkler system示警险区vigia事故accidentcasualtymalfunctionmishap事故报告accident report事故报告〔书〕accidental report事故地址accident spot事故检查accident investigation事故检查报告accident analysis report事故阀self-closing valve事故防备accident prevention事故剖析accident analysis事故记录器accident recorder事故可能性accident probability事故控制accident control事故种类accident pattern事故率accident ratepossibility of trouble事故率剖析accidental rate analysis事故频次accident frequeucy事故统计accident statistics事故危险accident hazard事故危险性accidental risk事故信号distress signal事故严重程度accidental severity事故预防accident prevention事故预防方案accident prevention program过后剖析ex post analysisex post facto analysis手动复位火灾探测器manually resettable fire detector 手动火灾报警按钮manual fire alarm call point手动火灾警报器manual fire alarm sounder手抬灵活消防泵portable fire pump with engine手提式灭火器portable fire extinguisher分散路线evacuation route分散设备means of evacuation分散时间evacuation time分散信号evacuation signal水罐消防车tanker水龙带fire hose水灭火系统water fire extinguishing system水灭火系统功效试验 operational test for water fire-extinguishing system 水幕系统 water curtain system水银接点定温火灾探测器 mercury contact-type fixed temperature detector 刹时式安全钳装置 instantaneous safety gear酸碱灭火器soda-acid extinguishersoda-acid fire extinguisher破坏事故damage accident探测压力detection pressure碳酸氢钾干粉potassium bicarbonate powder碳酸氢钠干粉sodium bicarbonate powder逃生escape逃生人孔escape hatch特别喷水灭火系统special sprinkler system通讯指挥消防车command and communication fire vehicle通用火灾报警控制器general fire alarm control unit头盔helmet推车式灭火器transportable fire extinguisher出险escape完好宽容safety allowance危害物hazard危险dangerhazardperil危险标记danger arrow危险信号danger signal违章操作operation against rules违章事故unprofessional accident温变自动启闭装置报警灭火设备的nthermostat无报警alarm free无危险no risk物理安全性physical security误报false alarm误报率火灾报警系统nrate of false alarm险情dangerous case险性事故dangerous accident线型感温火灾探测器line-type heat detector线型感烟火灾探测器line-type smoke detector线型火灾探测器line-type fire detector互相安全性mutual security消防fire protection消防电梯fire lift消防工程fire engineering消防技术fire technology消防接口fire coupling消防营救器械fire rescue equipments消防控制室fire protection control room消防龙头hydrant消防面具fire mask消防炮fire monitor消防破拆工具fire forcible entry tool消防枪fire branch消防栓fire hydrantfireplug自动报警装置automatic explosion suppression system自动抑爆系统automatic fire alarm system火灾自动报警系统automatic fire detection system自动报火警系统automatic fire extinguisher自动灭火装置automatic fire signal自动火灾信号automatic protection自动保护automatic protective system自动保护系统automatic safety device自动安全装置自动保护装置迎面火bell警钟best orientation最有益方向broadcast burning全面用火防窃报警器burglar-proof door防盗门calamity detection灾害检测capacitor type smoke detector 电容式感烟火灾探测器 carbon dioxide extinguishing agent 二氧化碳灭火剂 carbon dioxide extinguishing system 二氧化碳灭火系统 carbon dioxide fire extinguisher 二氧化碳灭火器carbon monoxide canister 一氧化碳滤毒罐casualty事故一等〔大〕事故central fire alarm control unit 集中火灾报警控制器不测事故chemical fire extinguisher 化学灭火器chemical foam 化学泡沫chemical reaction fire extinguisher 化学反应式灭火器coefficient of safety安全系数collision preventation避碰combination type fire detector复合式火灾探测器combined agent extinguishing system 混淆灭火系统command and communication fire vehicle 通讯指挥消防车constant temperature fire detector 定温火灾探测器不测事故出事critical accident alarm临界事故报警器damage accident破坏事故hydrantplug消防水带 fire hose消防水炮 fire water monitor消防水总管 water fire main line消防梯 fire ladder消防吸水管 fire suction hose消防系统 fire extinguishing system消防系统功效试验proof test for fire-extinguishing system 消防员惯例防备装备fireman general protection equipment消防员特种防备装备fireman special protection equipment 消火花的 antispark消火栓 fire hydrant消焰器 flame arrester宣传消防车 propaganda fire vehicle压力温度安全器pressure-temperature relief device烟火探测 fire smoke detection烟炱 soot烟雾报警器 smoke alarmsmoke detector遥控复位火灾探测器remotely resettable fire detector一般事故 ordinary accident一般性消防术语general terms of fire一等〔大〕事故catastrophe一氧化碳滤毒罐carbon monoxide canister挪动式灭火器mobile fire extinguisher移距 travel distance异样危险 abnormal risk抑爆 explosion suppresion抑爆剂 explosion suppressant抑爆器 explosion suppressor易燃品 inflammable易熔塞 fusible plug易熔塞座 fusible plug boss易于发惹祸故liable to accident不测事故 accidentchance failurecontingency不测事故记录册accident book音响报警设备audible alarmindustrial safety工业安全industrial security工业安全inert gas fire-fighting system惰性气体灭火系统inert gas fire-fighting惰性气体灭火inert gas system惰性气系统统inerting system惰化系统inerting惰化易燃品infrared fire alarm红外火警警报器infrared flame detector红外火焰探测器红外热警报器inhibition化学灭火initial integrity failure初始整体性破坏installation of life-saving equipment救生设备安装instantaneous safety gear刹时式安全钳装置intrusion alarm防窃报警器ion smoke detector离子感烟火灾探测器jumping cushion救生垫kupramite防氨面罩labour insurance劳保labour protection science劳动保护科学labour protection劳动保护labour safety devices劳动保护设备labour safety science劳动安全科学large fire control大火控制liable to accident易于发惹祸故life jacket救生背心救生衣life line安全索救生索life net救生网life pack救生袋life preserver救生囊救生器life saving救生life slide救生滑梯life sliding pole救生滑杆life support system生保系统life vest救生衣life-equipment救生属具最不利方向worst orientation最小损失防火理论minimum-damage fire-control theory 最有益方向best orientation最后安全出口final exitdanger arrow 危险标记danger protecting function保险功能danger signal 危险信号danger 危险dangerous accident险性事故dangerous case险情degree of safety安全度detachable type fire detector可拆式火灾探测器detection pressure探测压力differential fire detector差温火灾探测器distress signal 事故信号dry sprinkler system干式喷水灭火系统dry-chemical fire extinguisher干粉灭火器electrical fire alarm sounder电动火灾警报器emergency alarm bell报警铃emergency escape ladder救生梯emergency pulse呼救脉冲 /呼救信号emergency signal紧迫信号emergency work抢险工程 /应急工程engineering accident工程事故engineering qualitative accident工程质量事故engineering structural accident工程构造事故escape exit 紧迫出口逃生人孔逃生出险evacuation route protected防火分散路线evacuation route分散路线evacuation signal分散信号evacuation time分散时间ex post analysis过后剖析ex post facto analysis过后剖析exit direction sign出口方向标记exit sign 出口标记explosion protection system防爆系统explosion risk indicator爆炸危险指示器explosion suppresion抑爆explosion suppressant抑爆剂explosion suppressor抑爆器explosion-proof防爆explosive accident爆炸事故exposure hazard裸露危险extinguisher 灭火器extinguishing agent灭火剂灭火face guard防备面具防备面罩face mask面罩facepiece面具factor of safety安全系数安全因子fail safe自动防备故障危害的无效保险系统fail-safe故障安全的无效防备failure safe故障保险failure-safe device故障安全装置false alarm of fire假火警false alarm误报filter-type respirator过滤式口罩final exit 最后安全出口fire accident火灾事故fire alarm control unit火灾报警控制器fire alarm device火灾警报装置fire alarm installation火灾报警装置fire alarm sounder火灾警报器fire alarm火警报警器阻火器火行为fire branch消防枪fire classification火灾分类fire compartment防火分区fire compartmentation防火分开fire control unit防火装置fire coupling消防接口fire danger division火险区fire danger index火险指标fire danger rating火险级lifejacket light救生衣灯life-saving appliance救生设备life-throwing appliance救生抛绳设备line-type fire detector线型火灾探测器line-type heat detector线型感温火灾探测器line-type smoke detector线型感烟火灾探测器local application extinguishing system局部应用灭火系统lower limit of response time of heat detector感温火灾探测器响应时间下限值low-expansion foam fire extinguishing system in machinery space机器地方的固定低膨胀泡沫灭火系统major accident大事故major breakdown大事故事故manual fire alarm call point手动火灾报警按钮manual fire alarm sounder手动火灾警报器manually resettable fire detector手动复位火灾探测器marginal security不稳固安全海损事故marine peril 海上危险防毒面罩mass fire 大火团means of evacuation分散设备mechanical smoke control机械控烟mercury contact-type fixed temperature detector水银接点定温火灾探测器metatarsal guard脚面罩minimum-damage fire-control theory最小损失防火理论mishap 事故mobile fire extinguisher挪动式灭火器multilevel security proof多级安全证明multiple-loop fire alarm control unit多路火灾报警控制器mutual security互相安全性natural smoke control自然控烟no risk 无危险non-detachable type fire detector不行拆式火灾探测器non-hazardous area非爆炸危险场所non-resettable fire detector不行复位火灾探测器nonskid 防滑obscuration-type photoelectric smoke detector减光型光电感烟火灾探测器operating area操作地区operating irregularity工作事故operation accident操作事故fire danger season火险期fire danger weather火险天气fire danger火险火灾危险fire detection and alarm火灾探测和报警fire detection equipment火灾探测设备fire detector火灾探测器fire disaster火灾fire edge 火缘fire engineering消防工程fire extinction equipment灭火设备fire extinguisher system灭火系统fire extinguisher灭火器fire extinguishing system消防系统fire fighting救火fire forcible entry tool消防破拆工具fire frequency火险频度fire hazard火灾危害性fire hose 灭火水龙带水龙带消防水带fire hydrant消防栓消火栓fire indicating panel火灾显示盘fire integrity耐火完好性fire ladder消防梯fire lift 消防电梯fire load density火灾荷载密度fire load 火灾荷载fire mask消防面具fire monitor消防炮fire monitoring火灾监测fire parameter火灾参数fire peril 火灾危险fire prevention防火fire priming pump引水消防泵fire proofing防火性fire protection control room消防控制室fire protection防火 /消防fire rescue equipments消防营救器械fire resisting damper防火阀fire risk map火险图fire risk火灾危险性fire safety防火fire science防火科学fire size class火险等级fire smoke detection烟火探测fire sprinkling system喷洒灭火系统fire stability耐火稳固性fire suction hose消防吸水管fire suppression扑火fire technology消防技术fire water monitor消防水炮fire weather火险天气fire whirl火旋风火旋涡火灾失火fire-danger meter火险预警仪fire-extinguishing foam泡沫灭火剂firefinder火灾寻视器fireman general protection equipment消防员惯例防备装备fireman special protection equipment消防员特种防备装备fireplug消防栓fireproof防火的fireproofing 防火的耐火装置fixed extinguishing system固定式灭火系统fixed fire extinguisher固定式灭火器fixed temperature fire detector定温火灾探测器flame arrester 灭火器消焰器floatation jacket救生衣fluoro-protein foamite氟蛋白泡沫液flush fire hydrant地下消火栓foam concentrate泡沫液foam controller泡沫控制剂foam extinguishing agent泡沫灭火剂foam extinguishing system泡沫灭火系统foam fire extinguisher泡沫灭火器foam fire extinguishing system泡沫灭火系统foam fire turck 泡沫消防车foam fire-fighting泡沫灭火foam solution 泡沫溶液foam-powder universal fire truck泡沫-干粉联用消防车fusible plug boss易熔塞座易熔塞gas cartridge fire extinguisher贮气瓶式灭火器gas fire detector气体火灾探测器general fire alarm control unit通用火灾报警控制器general inspection of lifesaving appliance 救生设备到位检查general terms of fire 一般性消防术语goggles〔摩托车驾驶员等戴的〕护目镜guard安全罩防备防备装置haloalkane extinguishing agent卤代烷灭火剂haloalkane extinguishing system卤代烷灭火系统haloalkane fire extinguisher卤代烷灭火器haloalkane suppressant卤代烷克制剂halogenated hydrocarbon fire extinguishing system卤代烃灭火系统hard hat安全帽hazard危害物危险hazardous area〔爆炸〕危险场所heat fire detector感温火灾探测器头盔hidden danger隐患high-altitude accident高空出事high-expansion foam fire extinguishing system in machinery space机器地方的固定高膨胀泡沫灭火系统horn报警器hydrant消防龙头消防栓ignition inhibition for fire prevention阻化防火incipient fault隐患indirect fire suppression间接扑火工伤事故工业事故生产事故保险功能danger protecting function保险柜safe case保险靠谱性safety reliability保险系数safety coefficientsafety factorsafety device报警alarmwarning报警保护系统alarm and protection system报警阀alarm valve报警喇叭alarming horn报警铃emergency alarm bell报警器alarmalarm apparatusalertorhorn报警设备warning facilities报警时钟alarm clock报警信号灯warning light报警状态state of alarm裸露危险exposure hazard爆炸事故explosive accident爆炸危险指示器explosion risk indicator避碰collision preventation不〔易〕爆炸的unexplosive不安全unsafety不安全的unsafe不安全温度unsafe temperature不行拆式火灾探测器non-detachable type fire detector不行复位火灾探测器non-resettable fire detector不稳固安全marginal security操作安全safety of operation操作安全性operational safety操作地区operating area操作事故operation accident差温火灾探测器differential fire detectorrate of rise detector超安全标准设计overdesign超声波火灾探测器ultrasonic wave-type fire detector出口标记exit signoperation against rules违章操作operational safety操作安全性operational test for automatic fire alarm system火灾自动报警系统功效试验operational test for automatic sprinkler system自动喷水系统工作试验operational test for inert gas system惰性气系统统功效试验operational test for water fire-extinguishing system水灭火系统功效试验optical flame fire detector感光火灾探测器ordinary accident一般事故other accidents其余事故outfire 灭火overdesign 超安全标准设计助燃物peril 危险personal casualty人员伤亡personal protective equipment个体防备用品personal safety人身安全personal security人员安全phosphate powder磷酸盐干粉photoelectric intrusion detector光电防盗报警器photoelectric smoke detector光电感烟火灾探测器光电式烟雾探测器photoelectric smoke meter光电烟尘计physical security物理安全性place of safety安全区plain water fire extinguisher清水灭火器消防栓****** whistle 警笛portable fire extinguisher手提式灭火器portable fire pump with engine手抬灵活消防泵possibility of trouble事故率post fire hydrant地上消火栓potassium bicarbonate powder碳酸氢钾干粉powder extinguishing agent干粉灭火剂powder extinguishing system干粉灭火系统powder fire extinguisher干粉灭火器powder fire monitor干粉炮powder suppressant干粉抑爆剂precaution device预警器pressure-temperature relief device压力温度安全器prevention of accident防备偶发事故防备不测prevention of burglary防盗prevention of fire防火privacy lock 保密锁proof test for fire-extinguishing system消防系统功效试验propaganda fire vehicle宣传消防车防备的protection device防备设备protection factor of protective device保护装置的保护因数protective clothing防备衣防备器件protective interlock保安联锁装置protective jacket保护罩protective measures安全举措protective system安全系统protective tape保护带protector block保安器组件protector保安器protein foam concentrate蛋白泡沫液rate of rise detector差温火灾探测器rate of safe operation安全运行率remotely resettable fire detector遥控复位火灾探测器repeated fire复火救援resettable fire detector可复位火灾探测器running fire狂燃火safe area安全区safe case保险柜safe distance安全距离safe life安全寿命safe net安全网safe operation rate安全运行率safe operation安全操作安全运行safe prediction安全展望safe productivity安全生产率safe region 安全地区safe reliability安全靠谱性safe state 安全状态safe strategy安全策略safe安全的保险的safeguard安全保护保护safety alarm device安全报警装置safety allowance完好宽容safety analysis安全性剖析safety appliance安全设备保安装置safety block安全保护零件safety coefficient安全系数保险系数safety colo(u)r安全色safety control mark安全控制标记保安控制标记safety control安全管理safety destructor安全自毁器safety device安全保护装置安全设备安全装置保险装置safety education安全教育〔学〕safety engineer安全工程师safety engineering安全工程〔学〕safety equipment安全设备safety factor安全系数安全因数安全要素保险系数safety in production 安全生产safety inspection安全检查safety interlock安全联锁装置safety man 安全员safety margin安全范围safety mark安全标记safety measures安全举措safety net 安全网safety of operation 操作安全safety operating rules 安全操作规程safety performance安全性能safety plug安全塞safety precaution安全预防举措safety problem安全问题safety procedure安全规程safety program安全方案safety records安全记录safety regulations安全条例保安规程safety reliability保险靠谱性safety rules安全规程安全条例。
诺基亚设备告警代码的含义翻译
诺基亚设备告警代码的含义翻译告警号星级网优级别告警描述告警解释及处理建议7523 ** 2 TRX TEMPERATURE DANGEROUSLY HIGH TRX 单元中的温度高于80 摄氏度(必须关闭TX 电源以防止组件损坏)7524 ** 2 TX FREQUENCY TUNER OUT OF ORDER 某个TX 锁相合成器(PLLI 或PLL2 )出现故障7525 ** 2 TX MAIN FREQUENCY TUNER OUT OF ORDER TRX 参考频率合成器未锁7526 ** 2 RX FREQUENCY TUNER OUT OF ORDER 某个RX 锁相合成器出现故障7527 ** 2 RX MAIN FREQUENCY TUNER OUT OF ORDER RX 参考频率合成器未锁(PLL3 )7528 ** 3 TEST LOOP TUNING OUT OF ORDER TRX 环路合成器未锁并可能发生故障7529 ** 2 RECEIVER FAULT 该告警表示某个RX 模块合成器中有故障7530 ** 2 TX OUTPUT POWER LEVEL DECREASED 因为RFU 中的HW 发生故障,TX 功率电平低于给定的值(发射功率电平下降)7531 ** 2 TX OUTPUT POWER LOST 如果发送器电源的测量指出断电(尽管传输应该是活的), TRX 软件产生该告警。
7532 ** 2 TRANSMITTER OUT OF CONTROL 如果发送器电源的测量指出有电(尽管传输应该被关闭), TRX 软件产生该告警7533 ** 2 TX ANTENNA OR COMBINER CONNECTION FAULTY 该告警指出在TRXTX 接口中的SWR 太高,发射天线或合路器连接失败7535 ** 2 RECEIVING FAULT IN BASEBAND MODULE 使用了分集,则两条EQDSP接收线路都有故障。
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Journal of Composite MaterialsDOI: 10.1177/00219983093452952009; 43; 3031 originally published online Aug 17, 2009; Journal of Composite Materials Khanh-Hung Nguyen, Jin-Hwe Kweon and Jin-Ho Choi Carbon Composite and Aluminum Failure Load Prediction by Damage Zone Method for Single-lap Bonded Joints of /cgi/content/abstract/43/25/3031The online version of this article can be found at: Published by:On behalf of:American Society for Compositescan be found at:Journal of Composite Materials Additional services and information for/cgi/alerts Email Alerts:/subscriptions Subscriptions:/journalsReprints.nav Reprints:/journalsPermissions.nav Permissions:/cgi/content/refs/43/25/3031 CitationsFailure Load Prediction by Damage ZoneMethod for Single-lap Bonded Joints ofCarbon Composite and AluminumK HANH-H UNG N GUYEN,J IN-H WE K WEON*AND J IN-H O C HOI School of Mechanical and Aerospace engineering,Research Center for Aircraft PartsTechnology,Gyeongsang National University,Jinju,Gyeongnam660-701,KoreaABSTRACT:A damage zone method based on3D finite element analysis wasproposed to predict the failure loads of single-lap bonded joints with dissimilarcomposite-aluminum materials.To simulate delamination failure,interply resinlayers between any two adjacent orthotropic laminas of composite adherend wereassumed with a thickness of one-tenth of a composite lamina.Geometrically non-linear effects due to the large rotation of the single-lap joint were included in theanalysis.Analysis also considered the material nonlinearity of the aluminum adher-end due to the stress exceeding yield level.Based on the experimental observationthat the failure modes of the specimens were dominated by delamination anddebonding,the Ye-criterion was applied to account for the out-of-plane failure ofcomposite adherend and the Von Mises strain criterion was applied for the adhesivelayer.The failure indices were multiplied to the predicted damage zone as a weightfactor and the calculated damage zones were divided by an area or volume consid-ering the joint geometry.Predicted failure loads show deviation within18%fromexperimental results for nine different bonding lengths or adherend thicknesses.KEY WORDS:dissimilar materials,single-lap,bonded joint,damage zone.INTRODUCTIONA N AIRCRAFT STRUCTURE is the assembly of many parts such as skins,stiffeners,frames and spars,etc.These parts must be connected through joints:mechanical or bonded.Mechanical joints with fasteners such as bolts,screws,or rivets are simple and widely used when disassembly for maintenance is necessary.However,the fasteners them-selves are an important source of weight increase and the fastener holes induce stress concentrations and consequently reduce the strength of joints.*Author to whom correspondence should be addressed.E-mail:jhkweon@gnu.krFigures4 8,10,11and13appear in color online:Journal of C OMPOSITE M ATERIALS,Vol.43,No.25/200930310021-9983/09/253031 26$10.00/0DOI:10.1177/0021998309345295ßThe Author(s),2009.Reprints and permissions:/journalsPermissions.nav3032K.-H.N GUYEN ET AL. Adhesive bonding is another joining method that has been increasingly used.In adhe-sively bonded joints,there is no fastener at all and,therefore,no stress concentration due to fastener holes.The typical failure modes of bonded joints are cohesive failure,which is failure within the adhesive,interfacial failure(failure along the interface between adherend and adhesive),or adherend failure.Cohesive failure and interfacial failure are sometimes referred to as bond line failure.Bond line failure is the typical failure mode of metallic bonded joints.Adherend failure is mainly found in joints using composite laminate as the adherend.The adherend failure modes in joints with composite adherend are very com-plicated,and include such failures as matrix failure,fiber failure,and interlaminar and intralaminar failures.The research on bonded joints has a long history and has been conducted experimentally and/or numerically.Researchers have targeted stress analysis,failure mode and strength prediction,strength improvement,and the effects of various parameters such as material, geometry and bonding method,etc.One difficulty for failure load prediction in a bonded joint comes from the presence of the singularity at the ends of overlapped area.Harris and Adams[1]conducted finite element analysis to predict the failure mode of metallic single-lap bonded joints.They took into account the geometrical and material nonlinearity of single-lap joints.Their failure prediction method was based on material strength.The failure was assumed to occur when the maximum principal strain or maximum principal stress at one Gauss point close to the singular position inside the adhesive layer attained the ultimate stress or strain of the adhesive material.The method,therefore,is dependent on mesh refinement near the singularity point.The authors first applied this method to predict the failure mode and failure load of metal-to-metal single-lap joints[1]and then extended their work to lap joints with composite adherends[2].The point-based method proposed by Harris and Adams was shown by Kairouz and Matthews[3]to be useful in predicting the failure mode and strength of bonded single-lap joints made of cross-ply laminated adherends.To overcome the singularity problem,singularity parameter approaches[4,5]were also used.A generalized stress intensity factor and a parameter called strength of the singu-larity were defined and used successfully in the method for the prediction of fractures.In addition,the approach was used for the prediction of fatigue crack initiation in adhesive bonds[6,7].Ishii et al.[8]considered the concentrated multiaxial stress state in the adhe-sive layer in their analysis and proposed a method based on two-singularity parameters to estimate the fatigue strengths of adhesively bonded joints made of carbon fiber reinforced polymer and aluminum alloy.However,the singularity parameter approach did not con-sider the nonlinearity of the adhesive layer and therefore the obtained generalized stress intensity factor may not be correct when the adhesive layer shows highly nonlinear beha-vior.The method also requires additional tests to define the fracture criteria using stress singularity parameters.Crocombe[9]proposed another method to predict the bond line failure of single-lap bonded joints.Failure was assumed to occur as whole adhesive layers become plastic. It was shown that this method can make a good estimation of joint strength for a wide class of joints.In some cases,however,this approach can be incorrect because local failure can occur before global yielding.However,the method contributed to estab-lishing the concept of the damage zone method,in which a joint failure occurs after adhesion in some area fails rather than after adhesion fails at a certain point.Clark and McGregor[10]not only applied the point-based method but also proposed an approach based on ultimate stress over a zone to predict the failure load and failure mode ofFailure Load Prediction by Damage Zone Method3033 single-lap bonded joints.They showed that while the point-based method predicted lower failure loads and failure initiation near the singularity,in contrast to observed experi-ments,the damage zone-based method gave good predictions of failure loads of different joint geometries.As bonded joints with composite adherend are used,interlaminar failure(delamination) is usually found over the failure surfaces.Interlaminar failure is caused by weakness of composite adherends in the through-the-thickness direction.Assuming that both cohesive and out-of-plane adherend crack initiation of adhesively bonded joints will occur after a damage zone develops,Sheppard et al.[11]proposed a damage zone model to predict the joint failure loads of different ing their developed method,the authors showed that failure load predictions of aluminum joints and composite joints were within the experimental scatter range.Based on the fact that the intra/interlaminar failures occur in the layer close to the adhesive,Tong[12]conducted a2D analysis and tried six stress-based criteria to predict the failure loads of double-lap bonded joints.The stress was taken at the center of one ply element or one adhesive element at the free end where stresses were highly concentrated. The method is a point-based method and can be dependent on meshing near the singu-larity.In addition,3D effects such as the free edge effect,the anticlastic effect,and the bending-twisting coupling effect can play important roles in the failure initiation and failure load[13].To overcome the problem of singularity,Kim et al.[14]used a charac-teristic length method,which is widely used in failure prediction of mechanical joints. 2D analysis considering geometrical and material nonlinearity was conducted with the use of a global yielding criterion for the adhesive layer and a quadratic delamination criterion,which was proposed by Brewer and Palage[15],for the composite adherend. Interfacial stresses in the specimens were calculated under the test failure loads.The char-acteristic length was determined as the distance from the overlapped end along the inter-face to a location of the finite element model in which the quadratic delamination criterion was satisfied.The optimal joint strength was found and a new joint strength improvement technique was also suggested.Shin and Lee[16]performed a3D analysis considering the thermal load of co-cured single-lap and double-lap joints without any additional adhesive.They predicted failure load of the joints considering two criteria:the Ye-delamination failure criterion and the3D Tsai Wu failure criterion.In the case of single-lap co-cured joints,failure loads predicted by the Ye-criterion were in good agreement with the experimental results.Otherwise,using the Tsai Wu criterion was better for failure load prediction for double-lap bonded joints. Other research[17 20]has utilized fracture mechanics to predict the failure loads of bonded joints.An initial crack is usually assumed to exist in the adhesive,at the interface of the adherend/adhesive,or in the composite adherend.The crack propagates as the strain energy release rate exceeds a critical value.The strain energy release rate can be computed by the virtual crack closure technique in conjunction with finite element ana-lysis.However,this energy-based approach relies on the existence of a crack in the inter-face,and on the assumption of small-scale bridging and linear elasticity.If any of these conditions are violated,an alternative approach such as cohesive zone modeling is required[20].The cohesive zone model,however,has some limitations such as mesh sensitivity,lack of convergence,computing inefficiency,and so on.An improvement of the cohesive zone model was done with the implementation of the discrete cohesive zone model by Xie and Waas[21].The authors showed that this model is not sensitive to the mesh size and the load putation time was also reduced.Progressive failure is another method to predict the strength of bonded joints.Apalak and Apalak [22]performed a progressive damage analysis for unidirectional composite single-lap joints in tension with the Hashin failure criteria.After the damage modes were checked in each ply of the composite plate,degradation of failed plies was applied based on a set of suitable rules.The main objective of this article is to develop an efficient failure prediction method based on material strength for single-lap joints with different geometries and materials.While most previous researchers have conducted 2D analyses,a damage zone method based on 3D failure analysis is proposed.Interlaminar failure is considered as the failure of interply resin-rich layers inside the composite adherend.Adhesive is assumed to fail by yielding and the material nonlinearity of aluminum is considered.Predicted failure loads are compared with the experimental results in the author’s previous paper [23].FAILURE LOAD PREDICTIONExperimental ProcedureThe experimental details of the joints considered were reported in Seong et al.[23]and therefore are only briefly described here to help understand the failure loads and modes.A typical specimen configuration is shown in Figure 1,where the overlap length between the composite laminate and the aluminum plate is denoted as ‘b .’Two different stacking sequences were used for the composite adherend:[Æ45/90/0]2S and [Æ45/90/0]4S.70(a)(b)60504030S t r e s s (M P a )20100.000.010.02Strain 0.030.04Aluminum Figure 1.Configuration of a typical single-lap bonded joint.3034K.-H.N GUYEN ET AL .The former was used to manufacture the thin specimens and the latter to make the thick specimens.The aluminum adherend was made with anodized aluminum 2024-T3and bonded to a composite adherend using adhesive FM73m by Cytec.The mechanical prop-erties of the composite unidirectional prepreg (USN125by SK Chemicals),adhesive layer,and aluminum adherend are given in Table 1.The thicknesses of the anodized aluminum 2024-T3adherend are 1.58mm and 3.01mm.The stress strain curve for the tension test of the adhesive experimentally obtained is shown in Figure 2(a),and that of the aluminum is shown in Figure 2(b)[24].Detailed dimensions of the specimens are given in Table 2and experimental failure loads are shown in Figure 3.The experimental result shows that higher overlap length yieldsTable 1.Material properties of USN125prepreg,adhesive,and aluminum 2024-T3.USN125AL2024-T3FM73m Tensile modulus E 11(GPa)16273 2.8E 22(GPa)9.6E 33(GPa)9.6Shear modulus G 12(GPa)6.1G 13(GPa)6.1G 23(GPa)3.5Poisson’s ratio m 120.2980.330.38m 130.298m 230.47Tensile strength X T (MPa)2552Y T (MPa)43Z T (MPa)43Shear strengthS 12(MPa)94S 13(MPa)94S 23(MPa)40S t r e s s (M P a )5004003002001000.000.010.020.03Strain 0.040.050.06Figure 2.Tensile stress strain curve of (a)FM73m adhesive,and (b)aluminum 2024-T3.Failure Load Prediction by Damage Zone Method 3035a higher failure load.Increase of the specimen thickness also affects the failure load of single-lap bonded joints.However,failure loads increase only 12 32%as the thicknesses of the specimens nearly double.In a metal-to-metal joint,a bond line failure is the typical failure mode.However,the weakness of the composite material in the out-of-plane direction leads to a different failure mode.Typical failure surfaces of specimens are shown in Figure 4.The failure surface of the specimens is dominated by the delamination of composite adherend,and intralaminar failures are locally observed.In addition to out-of-plane failure of the composite adherend,partial bond line failure is also found.F a i l u r e l o a d (k N )25201510.712.814.714.216.416.518.221.611.9105FM15FM20FM25FM30FM35FM40FM15D FM25D FM35DFigure 3.Failure loads of specimens.Table 2.Dimensions of composite-to-aluminum single-lap bonded joint.Thickness (mm)IDb (mm)Al Composite FM73m Total No.of specimens FM1515 1.58 1.680.112 3.3725FM2020 1.58 1.680.123 3.3835FM2525 1.58 1.680.143 3.4035FM3030 1.58 1.680.132 3.3925FM3535 1.58 1.680.137 3.3975FM4040 1.58 1.680.199 3.4596FM15D15 3.01 3.380.168 6.5586FM25D25 3.01 3.380.187 6.5776FM35D 35 3.01 3.380.193 6.58363036K.-H.N GUYENET AL .Finite Element AnalysisMODELING STRATEGYThree-dimensional finite element analysis of single-lap joints was conducted by MSC.Marc.A typical finite element model for joint FM15is shown in Figure 5.A 3D isometric element,Element 7[25],was used to model the adherend and adhesive.The spew fillet shape was modeled approximately as a right triangle with 0.4mm long legs,as shown in the right side of the figure.The mesh was created more finely at both ends and side edges of the overlap area.Twenty elements were created along the width of the joints.The smallest width (along the Y -direction)of the element at the free side edges was 0.0475mm.The effects of the mesh density of the model are discussed later in this article.Geometrical nonlinearity from the large displacement and rotation caused by the eccentricity of applied loads in single-lap joints were taken into account.Material nonlinearity was also considered in the analysis,as the adhesive layer and aluminum adherend show nonlinear stress strain curves before failure.The Von Mises yield criterion was used to model the stress strain behavior of both the aluminum adherend and adhesive layer,which are isotropic.The boundary conditions are shown in Figure 6.Interlaminar stresses are the source of delamination in composite laminate.Delamination failure can be defined as the failure of the interply resin-rich layers that are made during the manufacturing process of composite laminate.InterlaminarstressesFM25FM25DFigure 4.Typical failure surface of the joint FM25(left)and FM25D (right).zYX0.4 mm0.4 mmFigure 5.Finite element model of bonded joint specimens.Failure Load Prediction by Damage Zone Method 3037can be considered as stresses on the interface between two adjacent plies or as stresses inside these thin resin layers.Fenske and Vizzini [26],when investigating the delamination of a plate subjected to an axial strain,found that the onset of delamination can be pre-dicted by considering the failure of interply resin layers.In this article,the composite adherend is modeled as a combination of orthotropic plies and isotropic interply resin layers.An interply resin layer is modeled to exist between any two adjacent orthotropic plies.Consequently,delamination is considered as the failure of these interply layers.Moduli of the interply resin layer are assumed to be the same as the matrix properties of an orthotropic lamina.A schematic cross section at the overlapped area of the joint is shown in Figure 7.As in the work of Fenske and Vizzini,all interply resin layers are assumed to have a constant thickness that is equal to 10%of one ortho-tropic ply thickness.DAMAGE ZONE METHODIn this article,four slightly different approaches based on the damage zone method are applied to predict the failure load of single-lap bonded joints.The first approach is the damage area method [11].This approach assumes that the specimen fails as the damage area inside it exceeds a critical value.In other words,the specimen fails as follows:DA ¼CDA ð1Þwhere DA and CDA are the total damage area inside a specimen and a critical damage area,respectively.The second approach is the weighted damage area method proposed by Choi and Chun[27]to predict the failure load of mechanical joints.This method considers not only the damage area but also the magnitude of the failure index by using a given failure criterion and the geometrical effects.The joint is assumed to fail as the weighted damage area ratio equals a critical value:DAR n ¼P FI n ÁD A A G¼CDAR n ð2Þwhere DAR n ,FI ,DA ,A G ,n ,and CDAR n are the damage area ratio,the failure index by a failure criterion,the damage area,the area that is responsible for the geometrical effects,the weighting power factor,and the critical damage area ratio,respectively.X XDistributeuniformlyF i x e d bZW YFigure 6.Boundary conditions for the finite element analysis.3038K.-H.N GUYEN ET AL .In the above two approaches,the damage area is the main concern.As a 3D analysis is conducted in this article,the damage volume approach can be obtained by expanding the damage area concept.Simply put,damage volume can be used instead of damage area.Equation (1)can be rewritten as follows:DV ¼CDV ð3Þwhere DV and CDV are the total damage volume inside a specimen and a critical damage volume,respectively.A weighted damage volume approach is given in Equation (4):DVR n ¼P FI n ÁD V V G¼CDVR n ð4Þwhere DVR n ,FI ,DV ,V G ,n ,and CDVR n are the damage volume ratio,the failure index by a failure criterion,the damage volume,the volume the relates to geometrical effects,the weighting power factor,and the critical damage volume ratio,respectively.It is noted that the damage area is the in-plane damage area in the adhesive,interply resin layers,and orthotropic plies.The area A G and the volume V G should account for the differences in geometry of the joints such as bonded length,thickness,and width.The details of A G and V G are given in the next chapter.The weighting power factor n is an integer such as 0,1,or 2.When n equals 0,the failure index has no effect on the damage volume ratio (DVR ).The general procedure to predict failure load of the joints was reported in Sheppard et al.[11]and is rewritten here with a difference in the damage zone size,which may be the size of the damage area,the damage volume,the damage area ratio,or the damage volume ratio:(1)Test one or more bonded joint(s)to record the failure load(s)and mode(s).(2)Analyze the joint(s)under the experimental failure load(s)using an appropriate ana-lysis tool.Z YInterply resin layersAluminum adherend Adhesive layer45°–45°90°0°45°Figure 7.Cross section of the single-lap joint at the bonding area.Failure Load Prediction by Damage Zone Method3039(3)Use appropriate failure criterion and the relevant material allowable(s)to calculate thedamage zone size(s)in the joint and choose a value to be the critical value.(4)Use the critical damage zone size calculated in the previous step to predict the criticalload of bonded joints with similar adherends,adhesives,and load paths.FAILURE CRITERIAFailure criteria selection depends on the failure mode of the specimens.The failure mechanism of the bonded single-lap joint was out-of-plane failure and partial bond-line failure.Based on the experimental failure modes,the Ye-delamination criterion[28]was applied to the interply resin layers to take into account the interlaminar failure,and was also applied to the orthotropic plies to account for the intralaminar transverse failure. The Ye-delamination criterion is as follows:2 33 Z2þ213S213þ223S223¼1ð 33!0Þ2 13 S 13þ223S23¼1ð 3350Þ8>>><>>>:ð5Þwhere 33, 13, 23,Z,S13,and S23are the peel stress in interply layer or orthotropic ply, out-of-plane shear stresses in interply layer or orthotropic ply,interlaminar normal strength,and transverse shear strengths,respectively.The adhesive used in this article shows a nonlinear stress strain curve.Consequently, the Von Mises strain criterion is applied to the adhesive layer:"VM¼ffiffiffi2p3ffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffiffið"1À"2Þ2þð"2À"3Þ2þð"3À"1Þ2qð6Þwhere e1,e2,and e3are the principal strains.RESULTS AND DISCUSSIONDamage Area in AdhesiveFigure8shows the Von Mises stress distribution in the mid-plane of the adhesive layer(Z¼0)of joint FM15subjected to its experimental failure load(10.67kN),assum-ing a linear elastic adhesive.The same load was applied to obtain the results given in Figures9 14.The Von Mises stress distribution is uniform along the width direction (Y-direction)of the joint,with the exception of the bonding area corners.The stress is very high at the ends of the overlapped area(along the X-direction)where geometry(thickness) changes discontinuously.The stress at the left end of the overlapped area(aluminum end) is higher than that at the right end(composite end).This suggests that the left end of the overlapped area is more in danger of debonding than is the other bonded area.This analysis result concurs with the experimental observation[22],in which bond line failures are mainly found at the end of aluminum parts.The material linear analysis is used to easily show only this observation.The other results that follow come from the analysis with both geometrical and material nonlinearities.V o n m i s e s s t r e s s (M P a )200180160140120100806040200–1.0–0.5–1.0–0.51.00204060801001201401601802000.50.02Y /W0.02X /b0.51.0Figure 8.Von Mises stress distribution in the adhesive of the joint FM15without considering material nonlinearity .–1.0020*********V o n m i s e s s t r e s s (M P a )120140Nonlinear adhesiveLinear elastic adhesive 1601800.5 1.00.0–5.02X /bFigure 9.Von Mises stress distribution along the center of the adhesive of joint FM15with and without considering material nonlinearity (Y ¼Z ¼0).YbXFigure10.Damage area in the adhesive of joint FM15according to Von Mises strain criterion.The Von Mises stress distribution along the centerline in the X-direction of the adhesive (Y¼Z¼0)on the overlapped area(2X/b is fromÀ1to1)considering the material non-linearity is compared with the results of the linear elastic adhesive model in Figure9.While the stress in the elastic adhesive model shows peaks at the ends of the bonding area on both overlap free ends,the stress of the nonlinear adhesive model is nearly constant in the end areas.Consequently,the inner overlapped area(far from ends)carries a larger load and then shows higher stress compared with the results of the elastic adhesive model. Figure10shows the failure areas considering the material nonlinearity of the adhesive, based on the Von Mises strain criterion.As expected,the failure of the adhesive is focused over the end areas of the overlapped area where stresses are highly concentrated.The failure area is slightly larger in the aluminum end area than in the composite end area. Damage Area in Interply Resin LayersFigure11(a)shows the delamination failure index distribution by the Ye-criterion in the interply layer between the first45 and the firstÀ45 layers of joint FM15from the adhesive layer.Obviously,along the ends of the overlap area and free side edges of the composite adherend,the stress is highly concentrated.Consequently,a high failure index and large damage area are predicted over the regions.Pagano[29]reported that the high stress along the free side edges area can be attributed to the stress singularity along the edges.Figure12shows the failure index in the same layer at various positions of X-along the Y-axis.The figure obviously shows that the failure index is high at the overlapped area ends(2X/b¼À1.0)and shows a peak value at the very limited free side edges.The delamination failure index of the second(between firstÀ45 and90 layers)and the third interply layers(between the first90 and0 layers)of joint FM15are shown in Figure11(b)and(c),respectively.Similarly,the damage area and high failure index are found near the ends of the bonded area and free side edges.It is interesting that failure indices are very high along the free side edges of the non-overlapped region of the composite adherend.However,delamination was not visually observed over theseareas in the experiment.As noted by Pagano [29],it is guessed that there is a singularity along the free side edges between two plies.Therefore,a high-density mesh was created at the free side edges.Consequently,high stresses were obtained at these singular positions.However,the delamination should be predicted by the stress at some distance from the singularity rather than at the singularity point itself because the singularity occurs in a very limited area.Therefore,even though the failure index obtained is higher than unity at both free edges far away from the bonding area,this does not mean that delamination occurs there experimentally.The peak failure index in Figure 11(a)is smaller than that in Figure 11(b)and (c).This can be explained in terms of the compressive interlaminar peel stress at the free side edges–2.0–1.5–0.5–0.50.00.00.50.51.01.0–1.0–1.0268402468(a)(b)Y e f a i l u r e i n d e x–2.0–1.5–0.5–0.50.00.00.50.51.01.0–1.0–1.0268402468Y e f a i l u r e i n d e x2Y /W2Y /W2X /b2X /bFigure 11.Ye failure index in interply layers (a)between the first 45 and À45 layers,(b)between the first À45 and 90 layers,and (c)between the first 90 and 0 layers.。