Non-destructive detection of fatigue damage in thick composites by pulse-echo ultrasonics

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材料测试方法英语

材料测试方法英语

材料测试方法英语以下是一些常见的材料测试方法的英文表达:1. Tensile Testing(拉伸测试):A method of testing the mechanical properties of materials under tension.2. Hardness Testing(硬度测试):A method of measuring the resistance of a material to indentation or scratching.3. Impact Testing(冲击测试):A method of testing the ability of a material to absorb energy during sudden loading.4. Fatigue Testing(疲劳测试):A method of testing the behavior of materials under repeated cyclic loading.5. Non-destructive Testing(无损检测):A method of testing materials without causing damage to the test specimen.6. Corrosion Testing(腐蚀测试):A method of testing the resistance of materials to chemical or electrochemical attack.7. Thermal Testing(热测试):A method of testing the response of materials to heat or temperature changes.8. Microscopy(显微镜检测):A method of examining materials at a microscopic level to analyze their structure and properties.9. Spectroscopy(光谱学):A method of analyzing materials by studying the interaction between matter and electromagnetic radiation.10. X-ray Testing(X射线检测):A method of testing materials using X-ray radiation to evaluate internal structure and defects.。

建筑结构专业英语词汇

建筑结构专业英语词汇

Aacceptable?quality 合格质量acceptance?lot 验收批量aciera 钢材admixture 外加剂against?slip?coefficient?between?friction?surface?of?high-strength?bol ted?connection 高强度螺栓摩擦面抗滑移系数aggregate 骨料air?content 含气量air-dried?timber 气干材allowable?ratio?of?height?to?sectional?thickness?of?masonry?wall?or?co lumn 砌体墙、柱容许高厚比allowable?slenderness?ratio?of?steel?member 钢构件容许长细比allowable?slenderness?ratio?of?timber?compression?member 受压木构件容许长细比allowable?stress?range?of?fatigue 疲劳容许应力幅allowable?ultimate?tensile?strain?of?reinforcement 钢筋拉应变限值allowable?value?of?crack?width 裂缝宽度容许值allowable?value?of?deflection?of?structural?member 构件挠度容许值allowable?value?of?deflection?of?timber?bending?member 受弯木构件挠度容许值allowable?value?of?deformation?of?steel?member 钢构件变形容许值allowable?value?of?deformation?of?structural?member 构件变形容许值allowable?value?of?drift?angle?of?earthquake?resistant?structure 抗震结构层间位移角限值amplified?coefficient?of?eccentricity 偏心距增大系数anchorage 锚具anchorage?length?of?steel?bar 钢筋锚固长度approval?analysis?during?construction?stage 施工阶段验算arch 拱arch?with?tie?rod 拉扞拱arch—shaped?roof?truss 拱形屋架area?of?shear?plane 剪面面积area?of?transformed?section 换算截面面积aseismic?design 建筑抗震设计assembled?monolithic?concrete?structure 装配整体式混凝土结构automatic?welding 自动焊接auxiliary?steel?bar 架立钢筋Bbackfilling?plate 垫板balanced?depth?of?compression?zone 界限受压区高度balanced?eccentricity 界限偏心距bar?splice 钢筋接头bark?pocket 夹皮batten?plate 缀板beam 次梁bearing?plane?of?notch 齿承压面(67)bearing?plate 支承板(52)bearing?stiffener 支承加劲肋(52)bent-up?steel?bar 弯起钢筋(35)block 砌块(43)block?masonry 砌块砌体(44)block?masonry?structure 砌块砌体结构(41)blow?hole 气孔(62)board 板材(65)bolt 螺栓(54)bolted?connection (钢结构)螺栓连接(59)bolted?joint (木结构)螺栓连接(69)bolted?steel?structure 螺栓连接钢结构(50)bonded?prestressed?concrete?structure 有粘结预应力混凝土结构(24)bow 顺弯(71)brake?member 制动构件(7)breadth?of?wall?between?windows 窗间墙宽度(46)brick?masonry 砖砌体(44)brick?masonry?column 砖砌体柱(42)brick?masonry?structure 砖砌体结构(41)brick?masonry?wall 砖砌体墙(42)broad—leaved?wood 阔叶树材(65)building?structural?materials 建筑结构材料(17)building?structural?unit 建筑结构单元(building?structure 建筑结构(2built—up?steel?column 格构式钢柱(51bundled?tube?structure 成束筒结构(3burn—through 烧穿(62butt?connection 对接(59butt?joint 对接(70)butt?weld 对接焊缝(60)Ccalculating?area?of?compression?member 受压构件计算面积(67) calculating?overturning?point 计算倾覆点(46)calculation?of?load-carrying?capacity?of?member 构件承载能力计算(10) camber?of?structural?member 结构构件起拱(22)cantilever?beam? 挑梁(42)cap?of?reinforced?concrete?column 钢筋混凝土柱帽(27)carbonation?of?concrete 混凝土碳化(30)cast-in—situ?concrete?slab?column?structure? 现浇板柱结构cast-in—situ?concrete?structure 现浇混凝土结构(25)cavitation 孔洞(39)cavity?wall 空斗墙(42)cement 水泥(27)cement?content 水泥含量(38)cement?mortar 水泥砂浆(43)characteriseic?value?of?live?load?on?floor?or?roof 楼面、屋面活荷载标准值(14)characteristi?c value?o?fwindload 风荷载标准值(16)characteristic?value?of?concrete?compressive?strength 混凝土轴心抗压强度标准值(30)characteristic?value?of?concrete?tensile?strength 混凝土轴心抗拉标准值(30)characteristic?value?of?cubic?concrete?compressive?strength 混凝土立方体抗压强度标准值(29)characteristic?value?of?earthquake?action 地震作用标准值(16) characteristic?value?of?horizontal?crane?load 吊车水平荷载标准值(15) characteristic?value?of?masonry?strength 砌体强度标准值(44) characteristic?value?of?permanent?action· 永久作用标准值(14) characteristic?value?of?snowload 雪荷载标准值(15)characteristic?value?of?strength?of?steel 钢材强度标准值(55) characteristic?value?of?strength?of?steel?bar 钢筋强度标准值(31) ? characteristic?value?of?uniformly?distributed?live?load 均布活标载标准值(14)characteristic?value?of?variable?action 可变作用标准值(14) characteristic?value?of?vertical?crane?load 吊车竖向荷载标准值(15) charaeteristic?value?of?material?strength 材料强度标准值(18) checking?section?of?log?structural?member·,原木构件计算截面(67) ? chimney 烟囱(3)circular?double—layer?suspended?cable 圆形双层悬索(6)circular?single—layer?suspended?cable 圆形单层悬索(6) circumferential?weld 环形焊缝(60)classfication?for?earthquake—resistance?of?buildings· 建筑结构抗震设防类别(9)clear?height 净高(21)clincher 扒钉(0)coefficient?of?equivalent?bending?moment?of?eccentrically?loaded?steel ?memher(beam-column)? 钢压弯构件等效弯矩系数(58)cold?bend?inspection?of?steelbar 冷弯试验(39)cold?drawn?bar 冷拉钢筋(28)cold?drawn?wire 冷拉钢丝(29)cold—formed?thin—walled?sectionsteel 冷弯薄壁型钢(53)cold-formed?thin-walled?steel?structure·‘ 冷弯薄壁型钢结构(50) cold—rolled?deformed?bar 冷轧带肋钢筋(28)column?bracing 柱间支撑(7)combination?value?of?live?load?on?floor?or?roof 楼面、屋面活荷载组合值(15)compaction 密实度(37)compliance?control 合格控制(23)composite?brick?masonry?member 组合砖砌体构件(42)composite?floor?system 组合楼盖(8)composite?floor?with?profiled?steel?sheet 压型钢板楼板(8)composite?mortar 混合砂浆(43)composite?roof?truss 组合屋架(8)compostle?member 组合构件(8)compound?stirrup 复合箍筋(36)compression?member?with?large?eccentricity· 大偏心受压构件(32) compression?member?with?small?eccentricity· 小偏心受压构件(32) ? compressive?strength?at?an?angle?with?slope?of?grain 斜纹承压强度(66) compressive?strength?perpendicular?to?grain 横纹承压强度(66) concentration?of?plastic?deformation 塑性变形集中(9)conceptual?earthquake—resistant?design 建筑抗震概念设计(9)concrete 混凝土(17)concrete?column 混凝土柱(26)concrete?consistence 混凝土稠度(37)concrete?floded—plate?structure 混凝土折板结构(26)concrete?foundation 混凝土基础(27)concrete?mix?ratio 混凝土配合比(38)concrete?wall 混凝土墙(27)concrete-filled?steel?tubular?member 钢管混凝土构件(8)conifer 针叶树材(65)coniferous?wood 针叶树材(65)connecting?plate 连接板(52)connection 连接(21)connections?of?steel?structure 钢结构连接(59)connections?of?timber?structure 木结构连接(68)consistency?of?mortar 砂浆稠度(48)constant?cross—section?column 等截面柱(7)construction?and?examination?concentrated?load 施工和检修集中荷载(15) continuous?weld 连续焊缝(60)core?area?of?section 截面核芯面积(33)core?tube?supported?structure 核心筒悬挂结构(3)corrosion?of?steel?bar 钢筋锈蚀(39)coupled?wall 连肢墙(12)coupler 连接器(37)coupling?wall—beam? 连梁(12)coupling?wall—column... 墙肢(12)coursing?degree?of?mortar 砂浆分层度(48)cover?plate 盖板(52)covered?electrode 焊条(54)crack 裂缝(0)crack?resistance 抗裂度(31)crack?width 裂缝宽度(31)crane?girder 吊车梁()crane?load 吊车荷载(15)creep?of?concrete 混凝土徐变(30)crook 横弯(71)cross?beam 井字梁(6)cup 翘弯curved?support 弧形支座(51)cylindrical?brick?arch 砖筒拱(43)Ddecay 腐朽(71)decay?prevention?of?timber?structure 木结构防腐(70)defect?in?timber 木材缺陷(70)deformation?analysis 变形验算(10)degree?of?gravity?vertical?for?structure?or?structural?member· 结构构件垂直度(40)degree?of?gravity?vertical?forwall?surface 墙面垂直度(49)degree?of?plainness?for?structural?memer 构件平整度(40)degree?of?plainness?for?wall?surface 墙面平整度(49)depth?of?compression?zone 受压区高度(32)depth?of?neutral?axis 中和轴高度(32)depth?of?notch 齿深(67)design?of?building?structures 建筑结构设计(8)design?value?of?earthquake-resistant?strength?of?materials 材料抗震强度设计值(1design?value?of?load—carrying?capacity?of?members· 构件承载能力设计值(1designations?0f?steel 钢材牌号(53design value?of?material?strength 材料强度设计值(1destructive?test 破损试验(40detailing?reintorcement [BAIKE1]构造配筋[/BAIKE1](35detailing?requirements [BAIKE1]构造要求[/BAIKE1](22diamonding 菱形变形(71)diaphragm 横隔板(52dimensional?errors 尺寸偏差(39)distribution?factor?of?snow?pressure 屋面积雪分布系数dogspike 扒钉(70)double?component?concrete?column 双肢柱(26)dowelled?joint 销连接(69)down-stayed?composite?beam 下撑式组合粱(8)ductile?frame 延性框架(2)dynamic?design 动态设计(8)Eearthquake-resistant?design 抗震设计(9:earthquake-resistant?detailing?requirements 抗震[BAIKE1]构造要求[/BAIKE1](22)effective?area?of?fillet?weld 角焊缝有效面积(57)effective?depth?of?section 截面有效高度(33)effective?diameter?of?bolt?or?high-strength?bolt· 螺栓(或高强度螺栓)有效直径(57)effective?height 计算高度(21)effective?length 计算长度(21)effective?length?of?fillet?weld 角焊缝有效计算长度(48)effective?length?of?nail 钉有效长度(56)effective?span 计算跨度(21)effective?supporting?length?at?end?of?beam 梁端有效支承长度(46) ? effective?thickness?of?fillet?weld 角焊缝有效厚度(48)elastic?analysis?scheme 弹性方案(46)elastic?foundation?beam 弹性地基梁(11)elastic?foundation?plate 弹性地基板(12)elastically?supported?continuous?girder· 弹性支座连续梁(u) elasticity?modulus?of?materials 材料弹性模量(18)elongation?rate 伸长率(15)embeded?parts 预埋件(30)enhanced?coefficient?of?local?bearing?strength?of?materials· 局部抗压强度提高系数(14)entrapped?air 含气量(38)equilibrium?moisture?content 平衡含水率(66)equivalent?slenderness?ratio 换算长细比(57)equivalent?uniformly?distributed?live?load·等效均布活荷载(14) etlectlve?cross—section?area?of?high-strength?bolt· 高强度螺栓的有效截面积(58) ·、ettectlve?cross—section?area?of?bolt 螺栓有效截面面积(57)euler's?critical?load 欧拉临界力(56)euler's?critical?stress 欧拉临界应力(56)excessive?penetration 塌陷(62)Ffiber?concrete 纤维混凝仁(28)filler?plate 填板门2)fillet?weld 角焊缝(61)final?setting?time 终凝时间()finger?joint 指接(69)fired?common?brick 烧结普通砖(43)fish?eye 白点(62)fish—belly?beam 角腹式梁(7)fissure 裂缝(0)flexible?connection 柔性连接(22)flexural?rigidity?of?section 截面弯曲刚度(19)flexural?stiffness?of?member 构件抗弯刚度(20)floor?plate 楼板(6)floor?system 楼盖(6)four?sides(edges)supported?plate 四边支承板(12)frame?structure 框架结构(2)frame?tube?structure 单框筒结构(3)frame?tube?structure 框架—简体结构(2)frame?with?sidesway 有侧移框架(12)frame?without?sidesway 无侧移框架(12)frange?plate 翼缘板(52)friction?coefficient?of?masonry 砌体摩擦系数(44)full?degree?of?mortar?at?bed?joint 砂浆饱满度(48)function?of?acceptance 验收函数(23)Ggang?nail?plate?joint 钉板连接()glue?used?for?structural?timberg 木结构用胶glued?joint 胶合接头glued?laminated?timber 层板胶合木(¨)glued?laminated?timber?structure 层板胶合结构‘61)grider 主梁((㈠grip 夹具grith?weld 环形焊缝(6÷))groove 坡口gusset?plate 节点板(52)Hhanger 吊环hanging?steel?bar 吊筋heartwood? 心材heat?tempering?bar 热处理钢筋(28)height?variation?factor?of?wind?pressure 风压高度变化系数(16) heliral?weld 螺旋形僻缝high—strength?bolt 高强度螺栓high—strength?bolt?with?large?hexagon?bea 大六角头高强度螺栓high—strength?bolted?bearing?type?join 承压型高强度螺栓连接,high—strength?bolted?connection 高强度螺栓连接high—strength?bolted?friction—type?joint 摩擦型高强度螺栓连接high—strength?holted?steel?slsteel?structure 高强螺栓连接钢结构hinge?support 铰轴支座(51)hinged?connection 铰接(21)hlngeless?arch 无铰拱(12)hollow?brick 空心砖(43)hollow?ratio?of?masonry?unit 块体空心率(46)honeycomb 蜂窝(39)hook 弯钩(37)hoop 箍筋(36)hot—rolled?deformed?bar 热轧带肋钢筋(28)hot—rolled?plain?bar 热轧光圆钢筋(28)hot-rolled?section?steel 热轧型钢(53)hunched?beam 加腋梁()Iimpact?toughness 冲击韧性(18)impermeability 抗渗性(38)inclined?section 斜截面(33)inclined?stirrup 斜向箍筋(36)incomplete?penetration 未焊透(61)incomplete?tusion 未溶合(61)incompletely?filled?groove 未焊满(61)indented?wire 刻痕钢丝(29)influence?coefficient?for?load—bearing?capacity?of?compression?member 受压构件承载能力影响系数(46)influence?coefficient?for?spacial?action? 空间性能影响系数(46)initial?control 初步控制(22)insect?prevention?of?timber?structure 木结构防虫(o)inspection?for?properties?of?glue?used?in?structural?member 结构用胶性能检验(71)inspection?for?properties?of?masnory?units 块体性能检验(48) inspection?for?properties?of?mortar 砂浆性能检验(48)inspection?for?properties?of?steelbar 钢筋性能检验(39)integral?prefabricated?prestressed?concrete?slab—column?structure 整体预应力板柱结构(25)intermediate?stiffener 中间加劲肋(53)intermittent?weld 断续焊缝(60)Jjoint?of?reinforcement 钢筋接头(35)Kkey?joint 键连接(69)kinetic?design 动态设计(8)knot 节子(木节)(70)Llaced?of?battened?compression?member 格构式钢柱(51)lacing?and?batten?elements 缀材(缀件)(51)lacing?bar 缀条(51)lamellar?tearing 层状撕裂(62)lap?connectlon 叠接(搭接)(59)lapped?length?of?steel?bar 钢筋搭接长度(36)large?pannel?concrete?structure 混凝土大板结构(25)large-form?cocrete?structure 大模板结构(26)lateral?bending 侧向弯曲(40)lateral?displacement?stiffness?of?storey 楼层侧移刚度(20)lateral?displacement?stiffness?of?structure· 结构侧移刚度(20) lateral?force?resistant?wallstructure 抗侧力墙体结构(12)leg?size?of?fillet?weld 角焊缝焊脚尺寸(57)length?of?shear?plane 剪面长度(67)lift—slab?structure 升板结构(25)light?weight?aggregate?concrete 轻骨料混凝土(28)limit?of?acceptance 验收界限(23)limitimg?value?for?local?dimension?of?masonry?structure· 砌体结构局部尺寸限值(47)limiting?value?for?sectional?dimension 截面尺寸限值(47)limiting?value?for?supporting?length 支承长度限值(47)limiting?value?for?total?height?of?masonry?structure· 砌体结构总高度限值(47)linear?expansion?coeffcient 线膨胀系数(18)lintel 过梁(7)load?bearing?wall 承重墙(7)load-carrying?capacity?per?bolt 单个普通螺栓承载能力(56) load—carrying?capacity?per?high—strength?holt 单个高强螺桂承载能力(56)load—carrying?capacity?per?rivet 单个铆钉承载能力(55)log 原木(65)log?timberstructure 原木结构(64)long?term?rigidity?of?member 构件长期刚度(32)longitude?horizontal?bracing 纵向水平支撑(5)longitudinal?steel?bar 纵向钢筋(35)longitudinal?stiffener 纵向加劲肋(53)longitudinal?weld 纵向焊缝(60)losses?of?prestress ‘预应力损失(33)lump?material 块体(42)Mmain?axis 强轴(56)main?beam· 主梁(6)major?axis 强轴(56)manual?welding 手工焊接(59)manufacture?control 生产控制(22)map?cracking 龟裂(39)masonry 砌体(17)masonry?lintel 砖过梁(43)masonry?member 无筋砌体构件(41)masonry?units 块体(43)masonry—concrete?structure 砖混结构(¨)masonry—timber?structure 砖木结构(11)mechanical?properties?of?materials· 材料力学性能(17)melt—thru 烧穿(62)method?of?sampling 抽样方法(23)minimum?strength?class?of?masonry 砌体材料最低强度等级(47)minor?axls· 弱轴(56)mix?ratio?of?mortar 砂浆配合比(48)mixing?water 拌合水(27)modified?coefficient?for?allowable?ratio?of?height?to?sectionalthickne ss?of?masonry?wall? 砌体墙容许高厚比修正系数(47)modified?coefficient?of?flexural?strength?for?timber?curved?mem—弧形木构件抗弯强度修正系数(68)modulus?of?elasticity?of?concrete 混凝土弹性模量(30)modulus?of?elasticity?parellel?to?grain 顺纹弹性模量(66)moisture?content 含水率(66)moment?modified?factor 弯矩调幅系数monitor?frame 天窗架mortar 砂浆multi—defence?system?of?earthquake—resistant?building· 多道设防抗震建筑multi—tube?supported?suspended?structure 多筒悬挂结构Nnailed?joint 钉连接,net?height 净高lnet?span 净跨度net?water/cementratio 净水灰比non-destructive?inspection?of?weld 焊缝无损检验non-destructive?test 非破损检验non-load—bearingwall 非承重墙non—uniform?cross—section?beam 变截面粱non—uniformly?distributed?strain?coefficient?of?longitudinal?tensile? reinforcement 纵向受拉钢筋应变不均匀系数normal?concrete 普通混凝土normal?section 正截面notch?and?tooth?joint 齿连接number?of?sampling 抽样数量Oobligue?section 斜截面oblique—angle?fillet?weld 斜角角焊缝one—way?reinforced(or?prestressed)concrete?slab‘‘ 单向板open?web?roof?truss 空腹屋架,ordinary?concrete 普通混凝土(28)ordinary?steel?bar 普通钢筋(29)orthogonal?fillet?weld 直角角焊缝(61)outstanding?width?of?flange 翼缘板外伸宽度(57)outstanding?width?of?stiffener 加劲肋外伸宽度(57)over-all?stability?reduction?coefficient?of?steel?beam· 钢梁整体稳定系数(58) ?overlap 焊瘤(62)overturning?or?slip?resistance?analysis? 抗倾覆、滑移验算(10)Ppadding?plate 垫板(52)partial?penetrated?butt?weld 不焊透对接焊缝(61)partition 非承重墙(7)penetrated?butt?weld 透焊对接焊缝(60)percentage?of?reinforcement 配筋率(34)perforated?brick 多孔砖(43)pilastered?wall 带壁柱墙(42)pit· 凹坑(62)pith 髓心(o)plain?concrete?structure 素混凝土结构(24)plane?hypothesis 平截面假定(32)plane?structure 平面结构(11)plane?trussed?lattice?grids 平面桁架系网架(5)plank 板材(65)plastic?adaption?coefficient?of?cross—section 截面塑性发展系数(58) plastic?design?of?steel?structure 钢结构塑性设计(56)plastic?hinge· 塑性铰(13)plastlcity?coefficient?of?reinforced?concrete?member?in?tensile?zone 受拉区混凝土塑性影响系数(34)plate—like?space?frame 干板型网架(5)plate—like?space?truss 平板型网架(5)plug?weld 塞焊缝(60)plywood 胶合板(65)plywood?structure 胶合板结构(64)pockmark 麻面(39)polygonal?top-chord?roof?truss 多边形屋架(4)post—tensioned?prestressed?concrete?structure 后张法预应力混凝土结构(24)precast?reinforced?concrete?member 预制混凝土构件(26)prefabricated?concrete?structure 装配式混凝土结构(25)presetting?time 初凝时间(38)prestressed?concrete?structure 预应力混凝土结构(24)prestressed?steel?structure 预应力钢结构(50)prestressed?tendon 预应力筋<29)pre—tensioned?prestressed?concrete?structure· 先张法预应力混凝土结构(24)primary?control 初步控制(22)production?control 生产控制(22)properties?of?fresh?concrete 可塑混凝土性能(37)properties?of?hardened?concrete 硬化混凝土性能(38)property?of?building?structural?materials 建筑结构材料性能(17)purlin“—””—檩条(4)Qqlue?timber?structurer 胶合木结构(㈠)quality?grade?of?structural?timber 木材质量等级(0)quality?grade?of?weld 焊缝质量级别(61)quality?inspection?of?bolted?connection 螺栓连接质量检验(63)quality?inspection?of?masonry 砌体质量检验(48)quality?inspection?of?riveted?connection 铆钉连接质量检验(63) quasi—permanent?value?of?live?load?on?floor?or?roof,楼面、屋面活荷载准永久值(15)Rradial?check 辐裂(70)ratio?of?axial?compressive?force?to?axial?compressive?ultimate?capacit y?of?section 轴压比(35)ratio?of?height?to?sectional?thickness?of?wall?or?column 砌体墙柱高、厚比(48)ratio?of?reinforcement 配筋率(34)ratio?of?shear?span?to?effective?depth?of?section 剪跨比(35) redistribution?of?internal?force 内力重分布(13)reducing?coefficient?of?compressive?strength?in?sloping?grain?for?bolt ed?connection 螺栓连接斜纹承压强度降低系数(68)reducing?coefficient?of?liveload 活荷载折减系数(14)reducing?coefficient?of?shearing?strength?for?notch?and?tooth?connecti on 齿连接抗剪强度降低系数(68)regular?earthquake—resistant?building 规则抗震建筑(9)reinforced?concrete?deep?beam 混凝土深梁(26)reinforced?concrete?slender?beam 混凝土浅梁(26)reinforced?concrete?structure 钢筋混凝土结构(24)reinforced?masonry?structure 配筋砌体结构(41)reinforcement?ratio 配筋率(34)reinforcement?ratio?per?unit?volume 体积配筋率(35)relaxation?of?prestressed?tendon 预应筋松弛(31)representative?value?of?gravity?load 重力荷载代表值(17)resistance?to?abrasion 耐磨性(38)resistance?to?freezing?and?thawing 抗冻融性(39)resistance?to?water?penetration· 抗渗性(38)reveal?of?reinforcement 露筋(39)right—angle?filletweld 直角角焊缝(61)rigid?analysis?scheme 刚性方案(45)rigid?connection 刚接(21)rigid?transverse?wall 刚性横墙(42)rigid?zone 刚域(13)rigid-elastic?analysis?scheme 刚弹性方案(45)rigidity?of?section 截面刚度(19)rigidly?supported?continous?girder 刚性支座连续梁(11)ring?beam 圈梁(42)rivet 铆钉(55)riveted?connecction 铆钉连接(60)riveted?steel?beam 铆接钢梁(52)riveted?steel?girder 铆接钢梁(52)riveted?steel?structure 铆接钢结构(50)rolle?rsupport 滚轴支座(51)rolled?steel?beam 轧制型钢梁(51)roof?board 屋面板(3)roof?bracing?system 屋架支撑系统(4)roof?girder 屋面梁(4)roof?plate 屋面板(3)roof?slab 屋面板(3)roof?system 屋盖(3)roof?truss 屋架(4)rot 腐朽(71)round?wire 光圆钢丝(29)Ssafety?classes?of?building?structures 建筑结构安全等级(9) safetybolt 保险螺栓(69)sapwood 边材(65)sawn?lumber+A610 方木(65)sawn?timber?structure 方木结构(64)saw-tooth?joint?failure 齿缝破坏(45)scarf?joint 斜搭接(70)seamless?steel?pipe 无缝钢管(54)seamless?steel?tube 无缝钢管(54)second?moment?of?area?of?tranformed?section 换算截面惯性矩(34) second?order?effect?due?to?displacement 挠曲二阶效应(13) secondary?axis 弱轴(56)secondary?beam 次粱(6)section?modulus?of?transformed?section 换算截面模量(34) section?steel 型钢(53)semi-automatic?welding 半自动焊接(59)separated?steel?column 分离式钢柱(51)setting?time 凝结时间(38)shake 环裂(70)shaped?steel 型钢(53)shapefactorofwindload 风荷载体型系数(16)shear?plane 剪面(67)shearing?rigidity?of?section 截面剪变刚度(19) shearing?stiffness?of?member 构件抗剪刚度(20) short?stiffener 短加劲肋(53)short?term?rigidity?of?member 构件短期刚度(31) shrinkage 干缩(71)shrinkage?of?concrete 混凝干收缩(30)silos 贮仓(3)skylight?truss 天窗架(4)slab 楼板(6)slab—column?structure 板柱结构(2)slag?inclusion 夹渣(61)sloping?grain ‘斜纹(70)slump 坍落度(37)snow?reference?pressure 基本雪压(16)solid—web?steel?column 实腹式钢柱(space?structure 空间结构(11)space?suspended?cable 悬索(5)spacing?of?bars 钢筋间距(33)spacing?of?rigid?transverse?wall 刚性横墙间距(46) spacing?of?stirrup?legs 箍筋肢距(33)spacing?of?stirrups 箍筋间距(33)specified?concrete 特种混凝上(28)spiral?stirrup 螺旋箍筋(36)spiral?weld 螺旋形焊缝(60)split?ringjoint 裂环连接(69)square?pyramid?space?grids 四角锥体网架(5) stability?calculation 稳定计算(10)stability?reduction?coefficient?of?axially?loaded?compression 轴心受压构件稳定系数<13)stair 楼梯(8)static?analysis?scheme?of?building 房屋静力汁算方案(45)static?design 房屋静力汁算方案(45)statically?determinate?structure 静定结构(11)statically?indeterminate?structure 超静定结构(11)sted 钢材(17)steel?bar 钢筋(28)steel?column?component 钢柱分肢(51)steel?columnbase 钢柱脚(51)steel?fiber?reinforced?concrete?structure· 钢纤维混凝土结构(26) steel?hanger 吊筋(37)steel?mesh?reinforced?brick?masonry?member 方格网配筋砖砌体构件(41) steel?pipe 钢管(54)steel?plate 钢板(53)steel?plateelement 钢板件(52)steel?strip 钢带(53)steel?support 钢支座(51)steel?tie 拉结钢筋(36)steel?tie?bar?for?masonry 砌体拉结钢筋(47)steel?tube 钢管(54)steel?tubular?structure 钢管结构(50)steel?wire 钢丝(28)stepped?column 阶形柱(7)stiffener 加劲肋(52)stiffness?of?structural?member 构件刚度(19)stiffness?of?transverse?wall 横墙刚度(45)stirrup 箍筋(36)stone 石材(44)stone?masonry 石砌体(44)stone?masonry?structure 石砌体结构(41)storev?height 层高(21)straight—line?joint?failure 通缝破坏(45)straightness?of?structural?member 构件乎直度(71)strand 钢绞线(2,)strength?classes?of?masonry?units 块体强度等级(44)strength?classes?of?mortar 砂浆强度等级(44) ”strength?classes?of?structural?steel 钢材强度等级(55)strength?classes?of?structural?timber 木材强度等级(66)strength?classes(grades)?of?concrete 混凝土强度等级(29)strength?classes(grades)?of?prestressed?tendon 预应力筋强度等级(30) strength?classes(grades)?of?steel?bar? 普通钢筋强度等级(30)strength?of?structural?timber?parallel?to?grain 木材顺纹强度(66) strongaxis 强轴(56)structural?system?composed?of?bar ”杆系结构(11)structural?system?composed?of?plate 板系结构(12)structural?wall 结构墙(7)superposed?reinforced?concrete?flexural?member 叠合式混凝土受弯构件(26) suspended?crossed?cable?net 双向正交索网结构(6)suspended?structure 悬挂结构(3)swirl?grain 涡纹(1)Ttensile(compressive)?rigidity?of?section 截面拉伸(压缩)刚度(19)tensile(compressive)?stiffness?of?member 构件抗拉(抗压)刚度(20)tensile(ultimate)?strength?of?steel 钢材(钢筋)抗拉(极限)强度(18)test?for?properties?of?concrete?structural?members 构件性能检验(40):thickness?of?concrete?cover 混凝土保护层厚度(33)thickness?of?mortarat?bed?joint 水平灰缝厚度(49)thin?shell 薄壳(6)three?hinged?arch 三铰拱(n)tie?bar 拉结钢筋(36)tie?beam,?‘ 系梁(22)tie?tod 系杆(5)tied?framework 绑扎骨架(35)timber 木材(17) ?,timber?roof?truss 木屋架(64)tor-shear?type?high-strength?bolt 扭剪型高强度螺栓(54)torsional?rigidity?of?section 截面扭转刚度(19)torsional?stiffness?of?member 构件抗扭刚度(20)total?breadth?of?structure 结构总宽度(21)total?height?of?structure 结构总高度(21)total?length?of?structure 结构总长度(21)transmission?length?of?prestress 预应力传递长度(36)transverse?horizontal?bracing 横向水平支撑(4)transverse?stiffener· 横向加劲肋(53)transverse?weld 横向焊缝(60)transversely?distributed?steelbar 横向分布钢筋(36)trapezoid?roof?truss 梯形屋架(4)triangular?pyramid?space?grids 三角锥体网架(5)triangular?roof?truss 三角形屋架(4)trussed?arch 椽架(64)trussed?rafter 桁架拱(5)tube?in?tube?structure 筒中筒结构(3)tube?structure 简体结构(2)twist 扭弯(71)two?hinged?arch 双铰拱(11)two?sides(edges)?supported?plate 两边支承板(12)two—way?reinforced?(or?prestressed)?concrete?slab 混凝土双向板(27) Uultimate?compressive?strain?of?concrete’” 混凝土极限压应变(31) unbonded?prestressed?concrete?structure 无粘结预应力混凝土结构(25) undercut 咬边(62)uniform?cross—section?beam 等截面粱(6)unseasoned?timber 湿材(65)upper?flexible?and?lower?rigid?complex?multistorey?building· 上柔下刚多层房屋(45)upper?rigid?lower?flexible?complex?multistorey?building· 上刚下柔多层房屋(45)Vvalue?of?decompression?prestress? 预应力筋消压预应力值(33)value?of?effective?prestress 预应筋有效预应力值(33)verification?of?serviceability?limit?states·?” 正常使用极限状态验证(10)verification?of?ultimate?limit?states? 承载能极限状态验证(10) vertical?bracing 竖向支撑(5)vierendal?roof?truss 空腹屋架(4)visual?examination?of?structural?member 构件外观检查(39)visual?examination?of?structural?steel?member 钢构件外观检查(63) visual?examination?of?weld 焊缝外观检查(62)Wwall?beam 墙梁(42)wall?frame 壁式框架(门)wall—slab?structure 墙板结构(2)warping 翘曲(40),(71)warping?rigidity?of?section 截面翘曲刚度(19)water?retentivity?of?mortar 砂浆保水性(48)water?tower 水塔(3)water/cement?ratio· 水灰比(3g)weak?axis· 弱轴(56)weak?region?of?earthquake—resistant?building 抗震建筑薄弱部位(9) web?plate 腹板(52)weld 焊缝(6[))weld?crack 焊接裂纹(62)weld?defects 焊接缺陷(61)weld?roof 焊根(61)weld?toe 焊趾(61)weldability?of?steel?bar 钢筋可焊性(39)welded?framework 焊接骨架()welded?steel?beam 焊接钢梁(welded?steel?girder 焊接钢梁(52)welded?steel?pipe 焊接钢管(54)welded?steel?strueture 焊接钢结构(50)welding?connection· 焊缝连接(59)welding?flux 焊剂(54)welding?rod 焊条(54)welding?wire 焊丝(54)wind?fluttering?factor 风振系数(16)wind?reference?pressure 基本风压(16)wind—resistant?column 抗风柱()wood?roof?decking 屋面木基层(64)Yyield?strength?(yield?point)?of?steel 钢材(钢筋)屈服强度(屈服点)。

岩土

岩土

岩土与环境岩土工程Geotechnical engineering and geoenvironmental engineering,这个学科分支与其它学科密不可分,不像结构那样比较独立。

岩土工程简称就是研究土的学科,是包括地上与地下的土的研究,因此也与地质学,水利学科有关,有的也涉及到Geoinformatics,因此研究范围比较广泛,要深入了解透也比较难。

目前岩土工程学科发展还不是很完善,但是现在研究也有点止步不前的感觉,这与这个学科研究的本身有关,土在自然界分布中具有不均匀性,不确定性,以及地域性,所以造成学科的发展受很多因素限制。

与其说其是一门科学,而不入说是一门实际应用。

从这门学科创立至今,很多公式与定理都是定性而成,甚至是假设,反倒假设作的很好。

而不像数学物理化学等学科具有非常准确性和精确度,这门学科的误差甚至20% 都是可以被接受的。

1.学科发展这门学科的发展源于欧洲,其实最早在中国,只是欧洲以公式化定义了一些物理量,并且很快流通起来。

Terzaghi于1920S编写了本学科的第一本教科书最初的研究发展主要停留在运用基本土工测试仪器测试土体(无粘性土如砂土,粘性土如粘土)的抗剪强度,为土坡以及地基基础等比较实际的工程设计提供计算参数。

当年U.S. Army也就是大家熟知的美国陆军设计团为了当时战备需要,需要建立大量的土工建筑物,因此土工设计也显得尤其重要。

2.目前研究热点本专业的研究归属性特别强,即分类型,各自导师培养的新的faculty基本上延续了本导师之前的研究方向,并且不断发扬光大,创造新的学科增长点。

大概研究方向如下:(a) Soil Characteristics and Laboratory Testing,(b) Foundations Engineering;(c) Excavation and Earth Retaining Structures;(d) Slope stability;(e) Geoenrionmental related-topics;(f) Soil Dynamics and Earthquake Engineering;(g) Ground Improvement and Geosynthentics;(h) Unsaturated Soils由于土木发展比较好的学校本来就比较少,不像计算机等学科只要是个学科就有的,比如本学科在YALE,HAVARD,CALTECH本学科基本灭迹,虽然上世纪30年代曾经有过。

钢结构专业英语

钢结构专业英语

钢结构设计专用术语1.1结构术语1 焊接钢结构welded steel structure以手工电弧焊接或自动、半自动埋弧焊接作为连接手段并用金属焊条、焊丝作为连接材料,将钢结构和部件连接成整体的结构。

2 铆接钢结构riveted steel structure以铆钉作为连接件将钢结构或部件连接成整体的结构。

3 螺栓连接钢结构bolted steel structure以普通螺栓作为连接件将钢结构或部件连接成整体的结构。

4 高强螺栓连接钢结构high-strength boltec steel structure以高强螺栓作为连接件将钢结构件或部件连接成整体的结构。

5 冷弯薄壁型钢结构cold-formed thin-walled steel structure以冷弯薄壁型钢作为主要材料所制成的结构。

6 钢管结构steel tubular structure以圆钢管或方钢管或矩形钢管作为主要材料制成的结构7 预应力钢结构prestressed steel structure通过张拉高强度钢丝束或钢绞线等手段或调整支座等方法,再钢结构构件或结构体系内建立预加应力的结构。

1.2 构件、部件术语1 实腹式钢柱solid-web steel column腹板为整体的竖向受压钢构件2格构式钢柱built-up steel column;laced or battened compression member由钢缀才将各分肢组成整体的竖向受压钢构件。

分双肢,三肢和四肢格构式钢柱3分离式钢柱separated steel column支承屋盖的竖向刚肢体和支承吊车梁的竖向刚肢体两者用水平钢板连接而成整体的双肢受压钢构件。

4 缀才(缀件) lacing and batten elements在格构式受压钢构件中用以连接肢体并承受剪力的腹杆。

分缀条和缀板4.1缀条lacing bar在格构式受压钢构件中用以连接肢体并承受剪力的条状腹杆缀板batten plate5 钢柱分肢steel column compnent组成格构式钢柱或分离式钢柱的竖向肢体6钢柱脚steel column base扩大钢柱底端与基础相连接的加强部分。

钢结构专业英语词汇

钢结构专业英语词汇

钢结构专业英语词汇Aacceptable quality 合格质量acceptance lot 验收批量aciera 钢材admixture 外加剂against slip coefficient between friction surface of high-strength bolted connection 高强度螺栓摩擦面抗滑移系数aggregate 骨料air content 含气量air-dried timber 气干材allowable ratio of height to sectional thickness of masonry wall or column砌体墙、柱容许高厚比allowable slenderness ratio of steel member 钢构件容许长细比allowable slenderness ratio of timber compression member 受压木构件容许长细比allowable stress range of fatigue 疲劳容许应力幅allowable ultimate tensile strain of reinforcement 钢筋拉应变限值allowable value of crack width 裂缝宽度容许值allowable value of deflection of structural member 构件挠度容许值allowable value of deflection of timber bending member 受弯木构件挠度容许值allowable value of deformation of steel member 钢构件变形容许值allowable value of deformation of structural member 构件变形容许值allowable value of drift angle of earthquake resistant structure抗震结构层间位移角限值amplified coefficient of eccentricity 偏心距增大系数anchorage 锚具anchorage length of steel bar 钢筋锚固长度approval analysis during construction stage 施工阶段验算arch 拱arch with tie rod 拉捍拱arch-shaped roof truss 拱形屋架area of shear plane 剪面面积area of transformed section 换算截面面积aseismic design 建筑抗震设计assembled monolithic concrete structure 装配整体式混凝土结构automatic welding 自动焊接auxiliary steel bar 架立钢筋Bbackfilling plate 垫板balanced depth of compression zone 界限受压区高度balanced eccentricity 界限偏心距bar splice 钢筋接头bark pocket 夹皮batten plate 缀板beam 次梁bearing plane of notch 齿承压面bearing plate 支承板bearing stiffener 支承加劲肋bent-up steel bar 弯起钢筋block 砌块block masonry 砌块砌体block masonry structure 砌块砌体结构blow hole 气孔board 板材bolt 螺栓bolted connection (钢结构螺栓连接bolted joint (木结构螺栓连接bolted steel structure 螺栓连接钢结构bonded prestressed concrete structure 有粘结预应力混凝土结构bow 顺弯brake member 制动构件breadth of wall between windows 窗间墙宽度brick masonry 砖砌体brick masonry column 砖砌体柱brick masonry structure 砖砌体结构brick masonry wall 砖砌体墙broad-leaved wood 阔叶树材building structural materials 建筑结构材料building structural unit 建筑结构单元building structure 建筑结构built-up steel column 格构式钢柱bundled tube structure 成束筒结构burn-through 烧穿butt connection 对接butt joint 对接butt weld 对接焊缝Ccalculating area of compression member 受压构件计算面积calculating overturning point 计算倾覆点calculation of load-carrying capacity of member 构件承载能力计算camber of structural member 结构构件起拱cantilever beam 挑梁cap of reinforced concrete column 钢筋混凝土柱帽carbonation of concrete 混凝土碳化cast-in-situ concrete slab column structure 现浇板柱结构cast-in-situ concrete structure 现浇混凝土结构cavitation 孔洞cavity wall 空斗墙cement 水泥cement content 水泥含量cement mortar 水泥砂浆characteriseic value of live load on floor or roof 楼面、屋面活荷载标准值characteristi cvalue o fwindload 风荷载标准值characteristic value of concrete compressive strength 混凝土轴心抗压强度标准值characteristic value of concrete tensile strength 混凝土轴心抗拉标准值characteristic value of cubic concrete compressive strength混凝土立方体抗压强度标准值characteristic value of earthquake action 地震作用标准值characteristic value of horizontal crane load 吊车水平荷载标准值characteristic value of masonry strength 砌体强度标准值characteristic value of permanent action 永久作用标准值characteristic value of snowload 雪荷载标准值characteristic value of strength of steel 钢材强度标准值characteristic value of strength of steel bar 钢筋强度标准值characteristic value of uniformly distributed live load 均布活标载标准值characteristic value of variable action 可变作用标准值characteristic value of vertical crane load 吊车竖向荷载标准值charaeteristic value of material strength 材料强度标准值checking section of log structural member,原木构件计算截面chimney 烟囱circular double-layer suspended cable 圆形双层悬索circular single-layer suspended cable 圆形单层悬索circumferential weld 环形焊缝classfication for earthquake-resistance of buildings 建筑结构抗震设防类别clear height 净高clincher 扒钉coefficient of equivalent bending moment of eccentrically loaded steel memher (beam-column 钢压弯构件等效弯矩系数cold bend inspection of steelbar 冷弯试验cold drawn bar 冷拉钢筋cold drawn wire 冷拉钢丝cold-formed thin-walled sectionsteel 冷弯薄壁型钢cold-formed thin-walled steel structure 冷弯薄壁型钢结构cold-rolled deformed bar 冷轧带肋钢筋column bracing 柱间支撑combination value of live load on floor or roof 楼面、屋面活荷载组合值compaction 密实度compliance control 合格控制composite brick masonry member 组合砖砌体构件composite floor system 组合楼盖composite floor with profiled steel sheet 压型钢板楼板composite mortar 混合砂浆composite roof truss 组合屋架compostle member 组合构件compound stirrup 复合箍筋compression member with large eccentricity 大偏心受压构件compression member with small eccentricity 小偏心受压构件compressive strength at an angle with slope of grain 斜纹承压强度compressive strength perpendicular to grain 横纹承压强度concentration of plastic deformation 塑性变形集中conceptual earthquake-resistant design 建筑抗震概念设计concrete 混凝土concrete column 混凝土柱concrete consistence 混凝土稠度concrete floded-plate structure 混凝土折板结构concrete foundation 混凝土基础concrete mix ratio 混凝土配合比concrete wall 混凝土墙concrete-filled steel tubular member 钢管混凝土构件conifer 针叶树材coniferous wood 针叶树材connecting plate 连接板connection 连接connections of steel structure 钢结构连接connections of timber structure 木结构连接consistency of mortar 砂浆稠度constant cross-section column 等截面柱construction and examination concentrated load 施工和检修集中荷载continuous weld 连续焊缝core area of section 截面核芯面积core tube supported structure 核心筒悬挂结构corrosion of steel bar 钢筋锈蚀coupled wall 连肢墙coupler 连接器coupling wall-beam 连梁coupling wall-column... 墙肢coursing degree of mortar 砂浆分层度cover plate 盖板covered electrode 焊条crack 裂缝crack resistance 抗裂度crack width 裂缝宽度crane girder 吊车梁crane load 吊车荷载creep of concrete 混凝土徐变crook 横弯cross beam 井字梁cup 翘弯curved support 弧形支座cylindrical brick arch 砖筒拱Ddecay 腐朽decay prevention of timber structure 木结构防腐defect in timber 木材缺陷deformation analysis 变形验算degree of gravity vertical for structure or structural member 结构构件垂直度degree of gravity vertical forwall surface 墙面垂直度degree of plainness for structural memer 构件平整度degree of plainness for wall surface 墙面平整度depth of compression zone 受压区高度depth of neutral axis 中和轴高度depth of notch 齿深design of building structures 建筑结构设计design value of earthquake-resistant strength of materials 材料抗震强度设计值design value of load-carrying capacity of members 构件承载能力设计值designations 0f steel 钢材牌号designvalue of material strength 材料强度设计值destructive test 破损试验detailing reintorcement 构造配筋detailing requirements 构造要求diamonding 菱形变形diaphragm 横隔板dimensional errors 尺寸偏差distribution factor of snow pressure 屋面积雪分布系数dogspike 扒钉double component concrete column 双肢柱dowelled joint 销连接down-stayed composite beam 下撑式组合粱ductile frame 延性框架dynamic design 动态设计Eearthquake-resistant design 抗震设计earthquake-resistant detailing requirements 抗震构造要求effective area of fillet weld 角焊缝有效面积effective depth of section 截面有效高度effective diameter of bolt or high-strength bolt 螺栓(或高强度螺栓有效直径effective height 计算高度effective length 计算长度effective length of fillet weld 角焊缝有效计算长度effective length of nail 钉有效长度effective span 计算跨度effective supporting length at end of beam 梁端有效支承长度effective thickness of fillet weld 角焊缝有效厚度elastic analysis scheme 弹性方案elastic foundation beam 弹性地基梁elastic foundation plate 弹性地基板elastically supported continuous girder 弹性支座连续梁elasticity modulus of materials 材料弹性模量elongation rate 伸长率embeded parts 预埋件enhanced coefficient of local bearing strength of materials 局部抗压强度提高系数entrapped air 含气量equilibrium moisture content 平衡含水率equivalent slenderness ratio 换算长细比equivalent uniformly distributed live load 等效均布活荷载etlectlve cross-section area of high-strength bolt 高强度螺栓的有效截面积ettectlve cross-section area of bolt 螺栓有效截面面积euler's critical load 欧拉临界力euler's critical stress 欧拉临界应力excessive penetration 塌陷Ffiber concrete 纤维混凝仁filler plate 填板门fillet weld 角焊缝final setting time 终凝时间finger joint 指接fired common brick 烧结普通砖fish eye 白点fish-belly beam 角腹式梁fissure 裂缝flexible connection 柔性连接flexural rigidity of section 截面弯曲刚度flexural stiffness of member 构件抗弯刚度floor plate 楼板floor system 楼盖four sides(edgessupported plate 四边支承板frame structure 框架结构frame tube structure 单框筒结构frame tube structure 框架-简体结构frame with sidesway 有侧移框架frame without sidesway 无侧移框架frange plate 翼缘板friction coefficient of masonry 砌体摩擦系数full degree of mortar at bed joint 砂浆饱满度function of acceptance 验收函数Ggang nail plate joint 钉板连接glue used for structural timberg 木结构用胶glued joint 胶合接头glued laminated timber 层板胶合木glued laminated timber structure 层板胶合结构grider 主梁grip 夹具grith weld 环形焊缝groove 坡口gusset plate 节点板Hhanger 吊环hanging steel bar 吊筋heartwood 心材heat tempering bar 热处理钢筋height variation factor of wind pressure 风压高度变化系数heliral weld 螺旋形僻缝high-strength bolt 高强度螺栓high-strength bolt with large hexagon bea 大六角头高强度螺栓high-strength bolted bearing type join 承压型高强度螺栓连接,high-strength bolted connection 高强度螺栓连接high-strength bolted friction-type joint 摩擦型高强度螺栓连接high-strength holted steel slsteel structure 高强螺栓连接钢结构hinge support 铰轴支座hinged connection 铰接hlngeless arch 无铰拱hollow brick 空心砖hollow ratio of masonry unit 块体空心率honeycomb 蜂窝hook 弯钩hoop 箍筋hot-rolled deformed bar 热轧带肋钢筋hot-rolled plain bar 热轧光圆钢筋hot-rolled section steel 热轧型钢hunched beam 加腋梁Iimpact toughness 冲击韧性impermeability 抗渗性inclined section 斜截面inclined stirrup 斜向箍筋incomplete penetration 未焊透incomplete tusion 未溶合incompletely filled groove 未焊满indented wire 刻痕钢丝influence coefficient for load-bearing capacity of compressionmember 受压构件承载能力影响系数influence coefficient for spacial action 空间性能影响系数initial control 初步控制insect prevention of timber structure 木结构防虫(oinspection for properties of glue used in structural member 结构用胶性能检验inspection for properties of masnory units 块体性能检验inspection for properties of mortar 砂浆性能检验inspection for properties of steelbar 钢筋性能检验integral prefabricated prestressed concrete slab-column structure整体预应力板柱结构intermediate stiffener 中间加劲肋intermittent weld 断续焊缝Jjoint of reinforcement 钢筋接头Kkey joint 键连接kinetic design 动态设计knot 节子(木节)Llaced of battened compression member 格构式钢柱lacing and batten elements 缀材(缀件)lacing bar 缀条lamellar tearing 层状撕裂lap connectlon 叠接(搭接)lapped length of steel bar 钢筋搭接长度large pannel concrete structure 混凝土大板结构large-form cocrete structure 大模板结构lateral bending 侧向弯曲lateral displacement stiffness of storey 楼层侧移刚度lateral displacement stiffness of structure 结构侧移刚度lateral force resistant wallstructure 抗侧力墙体结构leg size of fillet weld 角焊缝焊脚尺寸length of shear plane 剪面长度lift-slab structure 升板结构light weight aggregate concrete 轻骨料混凝土limit of acceptance 验收界限limitimg value for local dimension of masonry structure砌体结构局部尺寸限值limiting value for sectional dimension 截面尺寸限值limiting value for supporting length 支承长度限值limiting value for total height of masonry structure 砌体结构总高度限值linear expansion coeffcient 线膨胀系数lintel 过梁load bearing wall 承重墙load-carrying capacity per bolt 单个普通螺栓承载能力load-carrying capacity per high-strength holt 单个高强螺桂承载能力load-carrying capacity per rivet 单个铆钉承载能力log 原木log timberstructure 原木结构long term rigidity of member 构件长期刚度longitude horizontal bracing 纵向水平支撑longitudinal steel bar 纵向钢筋longitudinal stiffener 纵向加劲肋longitudinal weld 纵向焊缝losses of prestress 预应力损失lump material 块体Mmain axis 强轴main beam 主梁major axis 强轴manual welding 手工焊接manufacture control 生产控制map cracking 龟裂masonry 砌体masonry lintel 砖过梁masonry member 无筋砌体构件masonry units 块体masonry-concrete structure 砖混结构masonry-timber structure 砖木结构mechanical properties of materials 材料力学性能melt-thru 烧穿method of sampling 抽样方法minimum strength class of masonry 砌体材料最低强度等级minor axls 弱轴mix ratio of mortar 砂浆配合比mixing water 拌合水modified coefficient for allowable ratio of height to sectionalthickness of masonry wall 砌体墙容许高厚比修正系数modulus of elasticity of concrete 混凝土弹性模量modulus of elasticity parellel to grain 顺纹弹性模量moisture content 含水率moment modified factor 弯矩调幅系数monitor frame 天窗架mortar 砂浆multi-defence system of earthquake-resistant building 多道设防抗震建筑multi-tube supported suspended structure 多筒悬挂结构Nnailed joint 钉连接net height 净高net span 净跨度net water/cementratio 净水灰比non-destructive inspection of weld 焊缝无损检验non-destructive test 非破损检验non-load-bearingwall 非承重墙non-uniform cross-section beam 变截面粱non-uniformly distributed strain coefficient of longitudinal tensile reinforcement 纵向受拉钢筋应变不均匀系数normal concrete 普通混凝土normal section 正截面notch and tooth joint 齿连接number of sampling 抽样数量Oobligue section 斜截面oblique-angle fillet weld 斜角角焊缝one-way reinforced(or prestressedconcrete slab 单向板open web roof truss 空腹屋架ordinary concrete 普通混凝土ordinary steel bar 普通钢筋orthogonal fillet weld 直角角焊缝outstanding width of flange 翼缘板外伸宽度outstanding width of stiffener 加劲肋外伸宽度over-all stability reduction coefficient of steel beam 钢梁整体稳定系数overlap 焊瘤overturning or slip resistance analysis 抗倾覆、滑移验算Ppadding plate 垫板partial penetrated butt weld 不焊透对接焊缝partition 非承重墙penetrated butt weld 透焊对接焊缝percentage of reinforcement 配筋率perforated brick 多孔砖pilastered wall 带壁柱墙pit 凹坑pith 髓心(oplain concrete structure 素混凝土结构plane hypothesis 平截面假定plane structure 平面结构plane trussed lattice grids 平面桁架系网架plank 板材plastic adaption coefficient of cross-section 截面塑性发展系数plastic design of steel structure 钢结构塑性设计plastic hinge 塑性铰plastlcity coefficient of reinforced concrete member in tensile zone受拉区混凝土塑性影响系数plate-like space frame 干板型网架plate-like space truss 平板型网架plug weld 塞焊缝plywood 胶合板plywood structure 胶合板结构pockmark 麻面polygonal top-chord roof truss 多边形屋架post-tensioned prestressed concrete structure 后张法预应力混凝土结构precast reinforced concrete member 预制混凝土构件prefabricated concrete structure 装配式混凝土结构presetting time 初凝时间prestressed concrete structure 预应力混凝土结构prestressed steel structure 预应力钢结构prestressed tendon 预应力筋pre-tensioned prestressed concrete structure 先张法预应力混凝土结构primary control 初步控制production control 生产控制properties of fresh concrete 可塑混凝土性能properties of hardened concrete 硬化混凝土性能property of building structural materials 建筑结构材料性能purlin 檩条Qqlue timber structurer 胶合木结构quality grade of structural timber 木材质量等级quality grade of weld 焊缝质量级别quality inspection of bolted connection 螺栓连接质量检验quality inspection of masonry 砌体质量检验quality inspection of riveted connection 铆钉连接质量检验quasi-permanent value of live load on floor or roof 楼面、屋面活荷载准永久值Rradial check 辐裂ratio of axial compressive force to axial compressive ultimate capacity of section 轴压比ratio of height to sectional thickness of wall or column 砌体墙柱高、厚比ratio of reinforcement 配筋率ratio of shear span to effective depth of section 剪跨比redistribution of internal force 内力重分布reducing coefficient of compressive strength in sloping grain for bolted connection 螺栓连接斜纹承压强度降低系数reducing coefficient of liveload 活荷载折减系数reducing coefficient of shearing strength for notch and tooth connection齿连接抗剪强度降低系数regular earthquake-resistant building 规则抗震建筑reinforced concrete deep beam 混凝土深梁reinforced concrete slender beam 混凝土浅梁reinforced concrete structure 钢筋混凝土结构reinforced masonry structure 配筋砌体结构reinforcement ratio 配筋率reinforcement ratio per unit volume 体积配筋率relaxation of prestressed tendon 预应筋松弛representative value of gravity load 重力荷载代表值resistance to abrasion 耐磨性resistance to freezing and thawing 抗冻融性resistance to water penetration 抗渗性reveal of reinforcement 露筋right-angle filletweld 直角角焊缝rigid analysis scheme 刚性方案rigid connection 刚接rigid transverse wall 刚性横墙rigid zone 刚域rigid-elastic analysis scheme 刚弹性方案rigidity of section 截面刚度rigidly supported continous girder 刚性支座连续梁ring beam 圈梁rivet 铆钉riveted connecction 铆钉连接riveted steel beam 铆接钢梁riveted steel girder 铆接钢梁riveted steel structure 铆接钢结构rolle rsupport 滚轴支座rolled steel beam 轧制型钢梁roof board 屋面板roof bracing system 屋架支撑系统roof girder 屋面梁roof plate 屋面板roof slab 屋面板roof system 屋盖roof truss 屋架rot 腐朽round wire 光圆钢丝Ssafety classes of building structures 建筑结构安全等级safetybolt 保险螺栓sapwood 边材sawn lumber+A610 方木sawn timber structure 方木结构saw-tooth joint failure 齿缝破坏scarf joint 斜搭接seamless steel pipe 无缝钢管seamless steel tube 无缝钢管second moment of area of tranformed section 换算截面惯性矩second order effect due to displacement 挠曲二阶效应secondary axis 弱轴secondary beam 次粱section modulus of transformed section 换算截面模量section steel 型钢semi-automatic welding 半自动焊接separated steel column 分离式钢柱setting time 凝结时间shake 环裂shaped steel 型钢shapefactorofwindload 风荷载体型系数shear plane 剪面shearing rigidity of section 截面剪变刚度shearing stiffness of member 构件抗剪刚度short stiffener 短加劲肋short term rigidity of member 构件短期刚度shrinkage 干缩shrinkage of concrete 混凝干收缩silos 贮仓skylight truss 天窗架slab 楼板slab-column structure 板柱结构slag inclusion 夹渣sloping grain 斜纹slump 坍落度snow reference pressure 基本雪压solid-web steel column 实腹式钢柱space structure 空间结构space suspended cable 悬索spacing of bars 钢筋间距spacing of rigid transverse wall 刚性横墙间距spacing of stirrup legs 箍筋肢距spacing of stirrups 箍筋间距specified concrete 特种混凝上spiral stirrup 螺旋箍筋spiral weld 螺旋形焊缝split ringjoint 裂环连接square pyramid space grids 四角锥体网架stability calculation 稳定计算stability reduction coefficient of axially loaded compression 轴心受压构件稳定系数stair 楼梯static analysis scheme of building 房屋静力汁算方案static design 房屋静力汁算方案statically determinate structure 静定结构statically indeterminate structure 超静定结构sted 钢材steel bar 钢筋steel column component 钢柱分肢steel columnbase 钢柱脚steel fiber reinforced concrete structure 钢纤维混凝土结构steel hanger 吊筋steel mesh reinforced brick masonry member 方格网配筋砖砌体构件steel pipe 钢管steel plate 钢板steel plateelement 钢板件steel strip 钢带steel support 钢支座steel tie 拉结钢筋steel tie bar for masonry 砌体拉结钢筋steel tube 钢管steel tubular structure 钢管结构steel wire 钢丝stepped column 阶形柱stiffener 加劲肋stiffness of structural member 构件刚度stiffness of transverse wall 横墙刚度stirrup 箍筋stone 石材stone masonry 石砌体stone masonry structure 石砌体结构storev height 层高straight-line joint failure 通缝破坏straightness of structural member 构件乎直度strand 钢绞线strength classes of masonry units 块体强度等级strength classes of mortar 砂浆强度等级strength classes of structural steel 钢材强度等级strength classes of structural timber 木材强度等级strength classes(grades of concrete 混凝土强度等级strength classes(grades of prestressed tendon 预应力筋强度等级strength classes(grades of steel bar 普通钢筋强度等级strength of structural timber parallel to grain 木材顺纹强度strongaxis 强轴structural system composed of bar 杆系结构structural system composed of plate 板系结构structural wall 结构墙superposed reinforced concrete flexural member 叠合式混凝土受弯构件suspended crossed cable net 双向正交索网结构suspended structure 悬挂结构swirl grain 涡纹Ttensile(compressive rigidity of section 截面拉伸(压缩刚度tensile(compressive stiffness of member 构件抗拉(抗压刚度tensile(ultimate strength of steel 钢材(钢筋抗拉(极限强度test for properties of concrete structural members 构件性能检验thickness of concrete cover 混凝土保护层厚度thickness of mortarat bed joint 水平灰缝厚度thin shell 薄壳three hinged arch 三铰拱tie bar 拉结钢筋tie beam 系梁tie tod 系杆tied framework 绑扎骨架timber 木材timber roof truss 木屋架tor-shear type high-strength bolt 扭剪型高强度螺栓torsional rigidity of section 截面扭转刚度torsional stiffness of member 构件抗扭刚度total breadth of structure 结构总宽度total height of structure 结构总高度total length of structure 结构总长度transmission length of prestress 预应力传递长度transverse horizontal bracing 横向水平支撑transverse stiffener 横向加劲肋transverse weld 横向焊缝transversely distributed steelbar 横向分布钢筋trapezoid roof truss 梯形屋架triangular pyramid space grids 三角锥体网架triangular roof truss 三角形屋架trussed arch 椽架trussed rafter 桁架拱tube in tube structure 筒中筒结构tube structure 简体结构twist 扭弯two hinged arch 双铰拱two sides(edges supported plate 两边支承板two-way reinforced (or prestressed concrete slab 混凝土双向板Uultimate compressive strain of concrete 混凝土极限压应变unbonded prestressed concrete structure 无粘结预应力混凝土结构undercut 咬边uniform cross-section beam 等截面粱unseasoned timber 湿材upper flexible and lower rigid complex multistorey building 上柔下刚多层房屋upper rigid lower flexible complex multistorey building 上刚下柔多层房屋Vvalue of decompression prestress 预应力筋消压预应力值value of effective prestress 预应筋有效预应力值verification of serviceability limit states 正常使用极限状态验证verification of ultimate limit states 承载能极限状态验证vertical bracing 竖向支撑vierendal roof truss 空腹屋架visual examination of structural member 构件外观检查visual examination of structural steel member 钢构件外观检查visual examination of weld 焊缝外观检查Wwall beam 墙梁wall frame 壁式框架(门wall-slab structure 墙板结构warping 翘曲warping rigidity of section 截面翘曲刚度water retentivity of mortar 砂浆保水性water tower 水塔water/cement ratio 水灰比weak axis 弱轴weak region of earthquake-resistant building 抗震建筑薄弱部位web plate 腹板weld 焊缝weld crack 焊接裂纹weld defects 焊接缺陷weld roof 焊根weld toe 焊趾weldability of steel bar 钢筋可焊性welded framework 焊接骨架welded steel beam 焊接钢梁welded steel girder 焊接钢梁welded steel pipe 焊接钢管welded steel strueture 焊接钢结构welding connection 焊缝连接welding flux 焊剂welding rod 焊条welding wire 焊丝wind fluttering factor 风振系数wind reference pressure 基本风压wind-resistant column 抗风柱wood roof decking 屋面木基层Yyield strength (yield point of steel 钢材(钢筋屈服强度(屈服点)焊接常用中、英文术语定义及解释1 母材金属base mental, parent mental 被焊金属材料的统称。

航空关键动部件的开裂分析及检测应用

航空关键动部件的开裂分析及检测应用

收稿日期:2021-07-04基金项目:航空动力基础研究项目资助作者简介:刘甜甜(1985),女,硕士,高级工程师。

引用格式:刘甜甜,徐桂荣,迟天佐,等.航空关键动部件的开裂分析及检测应用[J].航空发动机,2023,49(4):162-167.LIU Tiantian ,XUGuirong ,CHITianzuo ,et al.Cracking analysis and inspection application of aviation key moving part[J].Aeroengine ,2023,49(4):162-167.第49卷第4期2023年8月Vol.49No.4Aug.2023航空发动机Aeroengine航空关键动部件的开裂分析及检测应用刘甜甜,徐桂荣,迟天佐,邓浩(航空工业哈尔滨飞机工业集团有限责任公司,哈尔滨150066)摘要:针对航空关键动部件生产制造及验收试验中出现的提前失效问题,采用多种疲劳失效分析方法和工具,进行了疲劳试验出现失效的原因分析,从宏观和微观分析、金相分析、能谱分析及疲劳试验过程中的应力分析等方面对产生的缺陷进行了系统研究。

了解了其疲劳开裂的原因,并对缺陷性质及零件制造工艺过程进行分析。

结果表明:应力集中区是最容易出现开裂的位置,也是检测的关键部位,要进一步加强在制件及在役件的表面缺陷的检测,细化其检测实施方式及关键控制点,是保证动部件试验质量的关键。

通过加强受力部位的无损检测,为及早发现和及时处理潜在的缺陷提供重要依据,从而降低关键动部件的试验失败的风险,提高产品试验质量及使用寿命,有助于其它机型更好地改进检测的设计要求及应用,为其提供了重要的依据和研究方向。

关键词:疲劳试验;关键动部件;应力集中;无损检测;表面裂纹;检测方法中图分类号:V263.6文献标识码:Adoi :10.13477/ki.aeroengine.2023.04.021Cracking Analysis and Inspection Application of Aviation Key Moving PartLIU Tian-tian ,XU Gui-rong ,CHI Tian-zuo ,DENG Hao (AVIC Hafei Aviation Industry Co.,Ltd.,Harbin150066,China )Abstract :In response to the occurrence of premature failure in the manufacture and acceptance test of a key aviation moving part ,the causes of the failure in the fatigue test of the part were analyzed by using a variety of fatigue failure analysis methods and tools ,and the de⁃fects were systematically studied from macro and micro analysis ,metallographic analysis ,energy spectrum analysis and stress analysis during the fatigue test.The research revealed causes of the fatigue cracking ,and analyzed the nature of the defect and the manufacturing process of the part.The results show that the stress concentration area is the most prone to cracking and the key part of detection throughthe analysis of defect properties and parts manufacturing process.To ensure the test quality of moving parts ,it is crucial to further strength⁃en the detection of surface defects in both new parts and in-service parts ,and refine the detection methods and critical control points.By strengthening the non-destructive testing of stressed areas ,early detection and timely treatment of potential defects are made possible ,thereby reducing the risk of test failure of key moving parts ,improving product test quality and service life ,and helping other models bet⁃ter improve the design requirements and applications of testing ,providing an important basis and research direction.Key words :fatigue test ;key moving parts ;stress concentration ;non-destructive testing ;surface cracks ;testing methods0引言近年来,在重复载荷作用下的结构疲劳断裂仍然是影响飞机结构安全性和可靠性的主要因素,飞机结构疲劳和断裂特性的研究一直是航空工程中最为复杂的问题之一。

材料加工复试英语专业名词

材料加工复试英语专业名词

材料科学Material Science物料科学定义Material Science Definition加工性能Machinability强度Strength抗腐蚀及耐用Corrosion & resistance durability金属与合金Metal and Alloy铁及非铁金属Ferrous & Non Ferrous Metal金属的特性Features of Metal晶体结构Crystal Pattern金相及相律Metal Phase and Phase Rule固熔体Solid solution置换型固熔体Substitutional type solid solution 插入型固熔体Interstital solid solution金属间化物Intermetallic compound金属变态TransformationAllotropic Transformation合金平衡状态Thermal Equilibrium相律Phase Rule自由度Degree of freedom临界温度Critical temperture共晶包晶温度Peritectic Temperature包晶反应Peritectic Reaction包晶合金Peritectic Alloy亚共晶体Hypoeutetic Alloy过共晶体Hyper-ectectic Alloy金属塑性Plastic Deformation滑动面Slip Plan畸变Distortion硬化Work Hardening退火Annealing回复柔软Crystal Recovery再结晶Recrystallization金属材料的性能及试验Chemical Properties物理性能Physical Properties磁性Magnetisum比电阻Specific resistivity & specific resistance比重Specific gravity & specific density比热Specific Heat热膨胀系数Coefficient of thermal expansion导热度Heat conductivity机械性能Mechanical properties屈服强度(降伏强度) (Yield strangth)弹性限度、阳氏弹性系数及屈服点elastic limit, Yeung´s module of elasticity to yield point 伸长度Elongation断面缩率Reduction of area金属材料的试验方法Non – destructive inspections显微观察法Destructive Inspection冲击测试Impact Test疲劳测试Fatigue Test钢铁的主要成份The major element of steel铁相Steel Phases钢铁的名称Name of steel纯铁体Ferrite渗碳体Cementitle奥氏体Austenite珠光体及共析钢Pearlite &Eutectoid奥氏体碳钢Single Phase Metal共析变态Eutectoid Transformation珠光体Pearlite亚铁析体Hyppo-Eutectoid初释纯铁体Pro-entectoid ferrite过共释钢Hype-eutectoid珠光体Pearlite粗珠光体Coarse pearlite中珠光体Medium pearlite幼珠光体Fine pearlite磁性变态点Magnetic Transformation钢铁的制造Manufacturing of Steel连续铸造法Continuous casting process电炉Electric furnace均热炉Soaking pit全静钢Killed steel半静钢Semi-killed steel沸腾钢(未净钢) Rimmed steel钢铁生产流程Steel Production Flow Chart钢材的熔铸、锻造、挤压及延轧The Casting, Fogging, Extrusion, Rolling & Steel 熔铸Casting锻造Fogging挤压Extrusion延轧Rolling冲剪Drawing & stamping特殊钢Special Steel硬化性能Hardenability钢的脆性Brittleness of Steel低温脆性Cold brittleness回火脆性Temper brittleness硬度及拉力Hardness & Tensile strength test拉伸测试(顺纹测试)Elongation test钢的种类Type of Steel表面处理Surface Finish常用尺寸Commonly Used Size不锈钢Stainless Steel不锈钢的定义Definition of Stainless Steel不锈钢之分类,耐腐蚀性及耐热性Chrome Stainless Steel马氏体不锈钢Martensite Stainless Steel低碳马氏体不锈钢Low Carbon Martensite Stainless Steel含铁体不锈钢Ferrite Stainless Steel镍铬系不锈钢Nickel Chrome Stainless Steel铁锰铝不锈钢Fe / Mn / Al / Stainless Steel不锈钢的磁性General Specification of Tension Annealed Stainless Steel Strips耐热不锈钢Heat-Resistance Stainless Steel镍铬系耐热不锈钢特性、化学成份、及操作温度Heat-Resistance Stainless Steel铬系耐热钢Chrome Heat Resistance Steel镍铬耐热钢Ni - Cr Heat Resistance Steel超耐热钢Special Heat Resistance Steel抗热超级合金Heat Resistance Super Alloy耐热不锈钢比重表Specific Gravity of Heat – resistance steel plates and sheets stainless steel 不锈钢材及耐热钢材标准对照表Stainless and Heat-Resisting Steels高碳钢片High Carbon Steel Strip用含碳量分类–即低碳钢、中碳钢及高碳钢Classification According to Carbon Contains弹簧用碳钢片CarbonSteel Strip For Spring Use冷轧状态Cold Rolled Strip回火状态Annealed Strip淬火及回火状态Hardened & Tempered Strip/ Precision – Quenched Steel Strip贝氏体钢片Bainite Steel Strip弹簧用碳钢片材之边缘处理Edge Finished淬火剂Quenching Media碳钢回火Tempering回火有低温回火及高温回火Low & High Temperature Tempering退火Annealing完全退火Full Annealing扩散退火Diffusion Annealing低温退火Low Temperature Annealing中途退火Process Annealing球化退火Spheroidizing Annealing光辉退火Bright Annealing淬火Quenching时间淬火Time Quenching奥氏铁孻回火Austempering马氏铁体淬火Marquenching高碳钢片用途End Usage of High Carbon Steel Strip镀镍Nickel Plated 镀铬Chrome Plated镀黄铜Brass Plated基层金属Base Metal of Plated Metal Strip低碳钢或铁基层金属Iron & Low Carbon as Base Metal不锈钢基层金属Stainless Steel as Base Metal铜基层金属Copper as Base Metal黄铜基层金属Brass as Base Metal轴承合金Bearing Alloy易溶合金Fusible Alloy焊接合金Soldering and Brazing Alloy软焊Soldering Alloyn处理及表面状况Finish & Surface化学成份Chemical Composition机械性能Mechanical Properties加工方法Manufacturing Method应用材料Material Used金属材料:metal material (MR)成形工艺:formation technology1 铸造铸造工艺:casting technique铸件:foundry goods (casting)机器零件:machine part毛坯:blank力学性能:mechanical property砂型铸造:sand casting process型砂:foundry sand1.1 铸件成形理论基础工艺性能:processing property收缩性:constringency偏析性:aliquation氧化性:oxidizability吸气性:inspiratory铸件结构:casting structure使用性能:service performance浇不足:misrun冷隔:cold shut夹渣:cinder inclusion粘砂:sand fusion缺陷:flaw, defect, falling流动性:flowing power铸型:cast (foundry mold)蓄热系数:thermal storage capacity浇注:pouring凝固:freezing收缩性:constringency逐层凝固:layer-by-layer freezing糊状凝固:mushy freezing结晶:crystal缩孔:shrinkage void缩松:shrinkage porosity顺序凝固:progressive solidification冷铁:iron chill补缩:feeding等温线法:constant temperature line method内接圆法:inscribed circle method铸造应力:casting stress变形:deforming 裂纹:crack 机械应力:mechanical stress热应力:heat stress 相变应力:transformation stress气孔:blow hole 铸铁:ingot 铸钢:cast steel非铁合金:nonferrous alloy 灰铸铁:gray cast-iorn孕育处理:inoculation 球墨铸铁:spheroidal球化处理:sheroidisation 可锻铸铁:ductile cast iron石墨:graphite 蠕墨铸铁:vermicular cast iron热处理:heat processing 铝合金:Al-alloy熔炼:fusion metallurgy 铜合金:copper alloy 氢脆:hydrogen brittleness 1.2 铸造方法(casting method)手工造型:hand moulding机器造型:machine moulding金属型:metal mold casting金属模:permanent mould压力铸造:press casting熔模铸造:investment moulding低压铸造:casting under low pressure 差压铸造:counter-pressure casting 陶瓷型铸造:shaw process1.3 铸造工艺设计浇注位置:pouring position分型面:mould joint活块:loose piece起模:patter drawing型芯:core型芯撑:chaplet工艺参数:processing parameter下芯:core setting合型:mould assembly冒口:casting head尺寸公差:dimensional tolerance尺寸公差带:tolerance zone机械加工余量:machining allowance 铸孔:core hole非标准:nonstandard label收缩率:rate of contraction线收缩:linear contraction体收缩:volume contraction起模斜度:pattern draft铸造圆角:curving of castings芯头:core register芯头间隙:clearance芯座:core print seat分型线:joint line分模线:die parting line1.4 铸造结构工艺性加强筋:rib reinforcement撒砂:stuccoing内腔:entocoele2 金属塑性加工塑性加工:plastic working塑性:plastic property锻造:forge work冲压:punching轧制:rolling拉拔:drawing挤压:extruding细化晶粒:grain refinement热锻:hit-forging温锻:warm forging2.1 金属塑性加工理论基础再结晶:recrystallize 再结晶退火:full annealing 冷变形:cold deformation热变性:heat denaturation锻造比:forging ratio镦粗:upset拔长:pull out纤维组织:fibrous tissue锻造性能:forging property可锻性:forgeability变形抗力:resistance of deformation化学成分:chemical constitution热脆性:hot brittleness冷脆性:cold-shortness变形速度:deformation velocity应力状态:stress condition变形温度:deformation temperature过热:overheating过烧:burning脱碳:carbon elimination始锻温度:initiation forging temperature终锻温度:final forging temperature。

Non-Destructive Testing and Evaluation

Non-Destructive Testing and Evaluation

Non-Destructive Testing and Evaluation Non-Destructive Testing and Evaluation Non-destructive testing (NDT) is awide group of analysis techniques used in science and industry to evaluate the properties of a material, component, or system without causing damage. This is in contrast to destructive testing, which is used to determine the properties of a material by causing damage to the material. NDT is commonly used in the aerospace, automotive, and construction industries to ensure the safety and reliability of products and structures. In this essay, we will discuss the importance of non-destructive testing and evaluation and its various techniques. First and foremost, non-destructive testing and evaluation play a crucial role in ensuring the safety and reliability of products and structures. By using NDT techniques, manufacturers and engineers can detect flaws, defects, and discontinuities in materials and components without causing any damage. This allows for the early detection and prevention of potential failures, which is essential for maintaining the integrity of critical infrastructure and ensuring the safety of end users. There areseveral commonly used NDT techniques, each with its own advantages and limitations. One of the most widely used techniques is ultrasonic testing, which uses high-frequency sound waves to detect internal and surface defects in materials. Another common technique is radiographic testing, which uses X-rays or gamma rays tocreate images of the internal structure of a material. Other techniques include magnetic particle testing, liquid penetrant testing, and eddy current testing. Each of these techniques has its own unique applications and is used depending on the specific requirements of the material or component being evaluated. Inaddition to ensuring the safety and reliability of products and structures, non-destructive testing and evaluation also play a critical role in quality controland process optimization. By using NDT techniques, manufacturers can identify and eliminate defects in the early stages of production, leading to cost savings and improved efficiency. Furthermore, NDT can be used to monitor the performance and integrity of materials and components over time, allowing for predictive maintenance and extending the lifespan of critical infrastructure. Despite its numerous advantages, non-destructive testing and evaluation also have some limitations. One of the main challenges is the need for highly trained and skilledpersonnel to perform NDT techniques accurately and reliably. Additionally, some NDT techniques may be time-consuming and require specialized equipment, which can increase the overall cost of testing. Furthermore, certain materials and components may be difficult to inspect using conventional NDT techniques,requiring the development of new and innovative methods. In conclusion, non-destructive testing and evaluation are essential tools for ensuring the safety, reliability, and quality of products and structures. By using a variety of NDT techniques, manufacturers and engineers can detect flaws and defects in materials and components without causing any damage, leading to cost savings, improved efficiency, and extended lifespan of critical infrastructure. While NDT has its limitations, ongoing research and development in this field continue to expand the capabilities of non-destructive testing and evaluation, making it an indispensable part of modern industry.。

EN13445-2002欧盟压力容器规范

EN13445-2002欧盟压力容器规范

EN 13445-5:2002 (E)Issue 7(2003-07)51 ScopeThis Part of this European Standard specifies the inspection and testing of individual and serially produced pressure vessels made of steels in accordance with EN 13445-2 subject to predominantly non_cyclic operation (i.e.vessels operating below 500 full equivalent pressure cycles).Special provisions for cyclic operation are given in EN 13445-3 and in Annex G of this Part.This Part does not give inspection and testing provisions for vessels designed using Design by Analysis – Direct Route (DBA) of EN 13445-3:2002 Annex B.NOTE The responsibilities of parties involved in the conformity assessment procedures are given in Directive 97/23/EC.Guidance on this can be found in CR 13445-7.2 Normative referencesThis European Standard incorporates by dated or undated reference, provisions from other publications. These normative references are cited at the appropriate places in the text and the publications are listed hereafter. For dated references, subsequent amendments to or revisions of any of these publications apply to this European Standard only when incorporated in it by amendment or revision. For undated references the latest edition of the publication referred to applies (including amendments).EN 287-1:1992, Approval testing of welders — Fusion welding — Part 1: Steels.EN 473:2000, Non-destructive testing — Qualification and certification of NDT personnel — General principles.EN 571-1:1997, Non-destructive testing — Penetrant testing — Part 1: General principles.prEN 764-6:2002, Pressure equipment — Part 6: Operating instructions.EN 583-4:1999, Non-destructive testing — Ultrasonic examination — Part 4: Examination for discontinuities perpendicular to the surfaceEN 970:1997, Non-destructive examination of fusion welds — Visual examination.EN 1289:1998, Non-destructive examination of welds — Penetrant testing of welds — Acceptance levels.EN 1290:1998, Non-destructive examination of welds — Magnetic particle examination of welds.EN 1291:1998, Non-destructive examination of welds — Magnetic particle testing of welds — Acceptance levels.EN 1418:1997, Welding personnel — Approval testing of welding operators for fusion welding and resistance weld setters for fully mechanized and automatic welding of metallic materials.EN 1435:1997, Non-destructive examination of welds — Radiographic examination of welded joints .EN 1712:1997, Non-destructive examination of welds — Ultrasonic examination of welded joints — Acceptance levels.EN 13445-5:2002 (E)Issue 7(2003-07)6EN 1713:1998, Non-destructive examination of welds — Ultrasonic examination — Characterisation of indications in welds.EN 1714:1997, Non-destructive examination of welds — Ultrasonic examination of welded joints.EN 1779:1999, Non-destructive testing — Leak testing — Criteria for method and technique selection.EN 12062:1997, Non-destructive examination of welds — General rules for metallic materials.EN 12517:1998, Non-destructive examination of welds - Radiographic examination of welded joints — Acceptance levels.EN 13445-2:2002, Unfired pressure vessels — Part 2: Materials.EN 13445-3:2002, Unfired pressure vessels — Part 3: Design.EN 13445-4:2002, Unfired pressure vessels — Part 4: Fabrication.prEN ISO 5817:2002, Welding – Fusion-welded joints in steel, nickel, titanium and their alloys (beam welding excluded) – Quality levels for imperfections (ISO/DIS 5817:2002).EN ISO 6520-1:1998, Welding and allied processes - Classification of geometric imperfections in metallic materials – Part 1: Fusion welding (ISO 6520-1:1998).3 Terms and definitionsFor the purposes of this European Standard the following terms and definitions apply.3.1design reviewprocedure by which a manufacturer ascertains and attests that the design meets the requirements of this standard 3.2design approvalprocedure by which a responsible authority ascertains and attests that the design meets the requirements of this standard3.3testing groupgrouping which determines the appropriate level of non-destructive testing (NDT) on a welded jointNOTEThere are four testing groups.3.4inspectionsurvey activity which assesses the compliance of the pressure vessel to the technical specificationNOTE It is a major activity, undertaken mainly by the manufacturer during design, manufacture and testing of equipment. It can be complemented by inspection by other parties. Inspection includes the assessment of testing activities.3.5testingprocedure used to attest vessel compliance with the technical requirements of this standard by one or more testsEN 13445-5:2002 (E)Issue 7 (2003-07)256.6.3Performing non-destructive testing 6.6.3.1GeneralVisual inspection shall be carried out on all welds.Non-destructive testing of welded joints for final acceptance purposes shall depend upon testing group of the joint.6.6.3.2Applicable non-destructive testing techniquesTable 6.6.3-1 shows the method, characterisation and acceptance criteria. This table is based on EN 12062:1997 and also on Quality level C of prEN ISO 5817:2002.Table 6.6.3-1 — NDT methods, techniques, characterisation, acceptance criteriaNDT Methods (abbreviations)Techniques Characterisation Acceptance Criteria Visual inspection (VT)EN 970:1997prEN ISO 5817:2002(surface imperfections)prEN ISO 5817:2002(surface imperfectionsAcceptance level C dRadiography (RT)EN 1435:1997 class B aEN 12517:1998 and additional Table 6.6.4-1EN 12517:1998,Acceptance level 2, and Table 6.6.4-1Ultrasonic Testing(UT)EN 1714:1997 at leastClass BbEN 1713:1998dEN 1712:1997Acceptance level 2 +no planar imperfections acceptedPenetrant Testing (PT)EN 571-1:1997 + testing parameters of EN 1289:1998, Table A.1EN 1289:1998EN 1289:1998,Acceptance level 2XMagnetic Particle Testing (MT)EN 1290:1998 + testing parameters of EN 1291:1998, Table A.1EN 1291:1998EN 1291:1998,Acceptance level 2X aHowever, the maximum area for single exposure shall correspond to the requirements of Class A of EN 1435:1997bFor thickness t< 40 mm, Class A is permissible. For thickness > 100 mm, Class C is required.cEN 1713:1998 is a recommendation only.dAdditional requirements for the following imperfections:- excess weld metal (502) – a smooth transition is required;- stray arc (601) – removal plus 100 % MT or PT to ensure no imperfection;- spatter (602) – weld spatter shall be removed from all pressure parts and load carrying attachment welds.Isolated non systematic spatter is permitted on components made of group 1 materials;- torn surface (603), grinding mark (604), chipping mark (605) shall be ground to provide a smooth transition;- underflushing (606) shall not be permitted. Any local underflushing shall be related to design characteristics (calculated thickness + corrosion allowance).EN13445-5:2002 (E)Issue 7 (2003-07)266.6.3.3Selection of non-destructive testing methods for internal imperfections (full and partial penetration)The choice as to whether radiographic or ultrasonic examination, or combinations, is used shall be as specified in Table 6.6.3-2.Where two techniques are shown, the least preferred technique is shown between brackets.Table 6.6.3-2 — Selection of non-destructive testing method afor detection of internal flaws infull penetration joints, in accordance with EN 12062:1997, Table 3Material and Parent material nominal thickness (e in millimetres)type of joint e ≤88 < e≤ 4040 < e ≤ 100 e > 100Ferritic butt joints RT RT or UT or UT D UT b)or UT D or (RT)UT D b)Ferritic T-joints UT D or RTUT or (RT) or UT DUT or (UT D ) or (RT)UT DAustenitic stainless and austenitic ferritic (duplex) butt jointsRTRT or (UT D )RT orUT Db)UT Db)Austenitic stainless and austenitic ferritic (duplex) T-joints UT D or RT UT D or RT UT D or RTUT Da- RT and UT mean radiographic and ultrasonic testing in accordance with the standards mentioned in Table6.6.2-1- UT D refers to Class D of EN 1714:1997 and may apply to all kinds of ultrasonic testing, like mechanised testingor use of twin crystal probes. It requires specific written procedures for testing parameters and acceptance criteria and shall meet quality level C of prEN ISO 5817:2002.bFor e ≥ 60 mm UT shall include examination for imperfections perpendicular to the surface in accordance withEN 583-4:1999.The choice in Table 6.6.3-2 is based on the most suitable method to the relevant application in relation to the material type and thickness. It is possible that other important consideration such as joint geometry, sensitivity of the material to cracking in welding process, may have an overriding influence of method different from that in Table 6.6.3-2. The manufacturer shall record the basis for such a choice.NOTE In exceptional cases or where the design or load bearing on the joint is critical, particularly for partial penetration joints, it can be necessary to employ both methods on the same joint or weld.6.6.3.4Selection of non-destructive testing methods for surface imperfectionsFor ferritic steels magnetic particle methods (MT) shall be used. For austenitic steels, liquid penetrant (PT) method shall be employed.6.6.3.5Surface condition and preparation for non-destructive testingThe surface condition necessary for performing all NDT shall be in accordance with the standard given in Table 6.6.3-1. Welded surfaces need not to be dressed unless the irregularities will interfere with application and/or interpretation. Special attention is necessary for vessels subject to cyclic loading,criteria are given in Annex G.prEN 13445-5:2002 (E)Issue 1(2002-05)73Annex G (normative)Inspection and testing of pressure vessels subject to cyclic loadsG.1GeneralTo avoid fatigue damage in case of cyclic loading more severe inspection and testing requirements are needed for critical areas of the pressure vessels, i.e. areas that can limit the lifetime of the vessel for N > 500full pressure cycles (See EN 13445-3 for definition of critical areas). To reflect this, Quality Level B of EN ISO 5817:2002 is the reference quality level for maximum allowable imperfections in these critical areas. For cyclic loaded vessels the absence of surface imperfections (no undercut, no root concavity, no lack of penetration for full penetration welds) and the necessity of smooth transitions are essential. Only smooth transitions are allowed, see Part 3 figure 18-7. Similarly, imperfections such as peaking are absolutely critical and the maximum permissible peaking of Part 4 or the value permitted in the fatigue analysis of clauses 17and 18 of EN 13445-3:2002 and referred to below, shall not be exceeded.These testing requirements are in addition to the general vessel testing requirements based on the vessel testing groups 1, 2 or 3.All critical areas shall be clearly designated in the design documentation, see EN 13445-3 and clause 5 of this Part.G.2Extent of inspection and testingIn addition to the requirements of 6.6.2, all critical areas shall be 100% inspected, visually and by NDT, for both surface and volumetric imperfections (6.6.3.3 and 6.6.3.4).EN 13445-5:2002 (E)Issue 7 (2003-07)74G.3Performance and acceptance criteriaTable G.3-1 shows the method, characterisation and acceptance criteria. This table is based on EN 12062.Table G.3-1 — NDT methods, techniques, characterisation, acceptance criteria for critical areas ofcyclic loaded components.NDT Methods (abbreviations)Techniques Characterisation Acceptance Criteria Visual inspection (VT)EN 970:1997prEN ISO 5817:2002(surface imperfections)prEN ISO 5817:2002 c(surface imperfections Acceptance level B)Radiography (RT)EN 1435:1997 class B EN 12517:1998 and additional Table 6.1.5.5-2EN 12517:1998,Acceptance level 1 +Table 6.6.4-1Ultrasonic Testing(UT)EN 1714:1997 at leastClass BaEN 1713:1998bEN 1712:1997Acceptance level 2 +no planar imperfections acceptedPenetrant Testing (PT)EN 571-1:1997 +testing parameters of EN 1289:1998, Table A.1-Acceptance level 1EN 1289:1998EN 1289:1998,Acceptance level 1Magnetic Particle Testing (MT)EN 1290:1998 +testing parameters ofEN 1291:1998, Table A.1 -Acceptance level 1EN 1291:1998EN 1291:1998,Acceptance level 1aFor thickness t< 40 mm, Class A is permissible. For thickness > 100 mm, Class C is required.bEN 1713:1998 is a recommendation only.cFor full penetration welds no undercut, no root concavity, no lack of penetration is permitted. In all cases only smooth transitions are allowed.G.4Technical documentation, additional requirementsThe supporting detailed construction drawings are required to clearly locate the critical areas identified in the design fatigue analysis. In addition, the maximum permissible peaking and other critical imperfections shall also be given in the drawings.A test report shall prepared documenting the measured values of peaking and other critical imperfections identified on the drawings.。

不同热处理温度下金属材料的声衰减系数特性

不同热处理温度下金属材料的声衰减系数特性

不同热处理温度下金属材料的声衰减系数特性崔东;贺西平;刘小荣;卢康;贺升平;尼涛【摘要】以牌号分别为1Cr17 Ni2和2Cr13的两种不同材质的不锈钢(其中同种材料进行了不同温度的热处理)为例,利用一次和二次底面回波,对声衰减系数分别进行测量计算,并结合材料内部微观组织结构进行分析.结果表明,常温样品与经过热处理样品衰减系数之间存在较明显差异,而且在不同热处理温度点上材料的声衰减系数不一样.随着热处理温度不同,微观结构的第二相颗粒的变化与声衰减系数变化相吻合.因此,可以利用热处理手段来对材料“贴上标签”,加以辨识,也可以对金属材料的其他性能作出评价.【期刊名称】《西北大学学报(自然科学版)》【年(卷),期】2016(046)005【总页数】5页(P657-661)【关键词】热处理;声衰减系数;微观结构【作者】崔东;贺西平;刘小荣;卢康;贺升平;尼涛【作者单位】陕西师范大学物理学与信息技术学院/陕西省超声重点实验室,陕西西安710119;陕西师范大学物理学与信息技术学院/陕西省超声重点实验室,陕西西安710119;陕西师范大学物理学与信息技术学院/陕西省超声重点实验室,陕西西安710119;陕西师范大学物理学与信息技术学院/陕西省超声重点实验室,陕西西安710119【正文语种】中文【中图分类】O422.4金属颗粒的大小影响着材料的机械特性[1-2]。

测量金属材料的声衰减系数有助于研究不同热处理温度下材料晶粒尺寸的变化规律[3],而且还能对金属材料的其他性能参数作出评价。

例如,分析钢材料中的衰减系数可以大大提高钢锻件的质量控制水平[4];获得金属材料超声衰减系数随频率变化的关系,通过底面回波频谱图辨识近表面裂纹缺陷[5-7];钢的声衰减系数可以帮助我们判断该材料的核辐射脆变程度,甚至预测其使用寿命[8-9];分析超声波在铸钢件中传播声衰减系数的变化规律,可优化超声波检测工艺参数[10];测量金属材料的声衰减系数也可以为材料的辨识提供依据。

塑料制品质量问题英文描述

塑料制品质量问题英文描述

Surface Appearance外观GSurface Appearance外观Glossiness/gloss finish光洁度Matt finish/matt surface毛面Glass fiber rich surface/glass emergence on the surface 玻纤外露Blooming/surface blooming表面析出White patches on surface表面白斑Silver marks/silver streak银纹Splay mark水纹Flow mark流纹Weld line溶结纹Brittle/brittleness脆Bubbles/trapped gas气泡Void孔Burn marks烧伤FR failed阻燃不合格Flame rating V-2阻燃V—2Poor dispersion分散不好FR/PTFE …agglomerates etc阻燃剂/PTFE…结块Pellet porous粒子不密/蜜蜂窝Low impact/tensile etc物理性能低High flow/filler content etc流动性/填充…过高Longs/fines/doubles长粒/碎屑/连粒Poor cut粒形不好Bristle/voids表面有小气泡/孔Glass bundles玻纤结团Product was rejected due to产品不能接受因为…High moisture level高水分Warpage/warped翘曲Shrinkage/shrink收缩Sink marks缩影Short shot/short molding打不满Distortion变形Over dimension尺寸过大Under dimension尺寸过小Flashing飞边Discoloration变色Off color颜色差异Flow rOff color颜色差异Flow rate流动率Viscous粘High flow高流动Low flow低流动Sticky粘Mold release脱模Antioxidant抗氧剂Flame retardant agent阻燃剂Heat stabilizer热稳定剂Chopped glass fiber短切玻纤Roving glass fiber粗纱/长玻纤Glass beads玻璃微珠Milled fiber碾磨纤Molybdenum disulfide/moly/MoS2 二硫化钼Colorant着色剂Pigment颜料Dye染料Accepted product specification接受产品规格Approved our product认可我们的产品Re-set spec重新定标准Add in extra …添加多一点…Reduced … content减少…含量Dropped/reduced … by x%减少…含量…%Confirmed color standard确认颜色标准Approved color standard认可颜色标准Re—confirmed color standard重新确认颜色标准Qualified our product认可我们的产品Undergoing heat aging test在做热老化实验Product is under testing产品在测试当中Received first order接了第一个定单Expected to finish by …预计在…完成Expected order is xMT预计定单量…吨Estimated annual/monthly consumption预计年/月用量外向型塑料制品企业常用的英语词汇一总经理General manager (GM)副总经理Vice-general manager经理manager董事长president副董事长Vice-presidentXX部门经理Manager of XX department 主任、主管supervisor拉长Line leader组长Foreman,forelady秘书secretary文员clerk操作员operator助理assistant二、产品连接器connector端子terminal条型连接器bar connector阴连接器Housing阳连接器wafer线束wire harness间距space {TodayHot}额定电压rated voltage额定电流rated current接触电阻contact resistance绝缘电阻insulation resistance超声波焊接ultrasonic welding耐压withstand voltage针pin物料编号part number导线wire基体金属Base metal电缆夹cable clamp倒角chamfer接触面积contact area接触件安装孔contact cavity {HotT ag}接触长度contact length接触件电镀层contact plating接触压力contact pressure接触件中心距contact space接触簧片contact spring插孔socket contact法兰、凸缘Flange界面间隙interfacial gap键Key键槽keyway过渡段ramp屏蔽套shielding定位基准Datum reference扁平电缆flat cable ,Ribbon cable柔性印刷电线Flexible printed wiring多层印制电路Multilayer printed circuit焊盘pad图形pattern间距pitch负极Negative pole正极positive pole回流Reflow原理图Schematic diagram单面板single sided board双面板Two—sided board,Double-sided board表面安装surface Mounting翘曲warp,bow波峰焊wave soldering编织层braid同轴电缆coaxial cable电介质dielectric电缆中导线的头数ends外部干扰external interference填充物filler护套jacket比重specific gravity电阻的温度系数Temperature coefficient of resistance 三、模具塑料模具mould of plastics注塑模具injection mould冲压模具die模架mould base定模座板Top clamping plateTop plateFixed clamp plate水口推板stripper plate {TodayHot}A板A plateB板B plate支承板support plate方铁spacer plate底针板ejector plate面针板ejector retainer plate回针Return pin导柱Guide pin有托导套Shoulder Guide bush直导套Straight Guide bush动模座板Bottom clamp plateMoving clamp plate基准线datum line基准面datum plan {HotTag}型芯固定板core-retainer plate凸模固定板punch-retainer plate顶针ejector pin单腔模具single cavity mould多腔模具multi-cavity mould多浇口multi—gating浇口gate缺料starving排气breathing光泽gloss合模力mould clamping force锁模力mould locking force挤出extrusion开裂crack循环时间cycle time老化aging螺杆screw麻点pit嵌件insert活动镶件movable insert起垩chalking浇注系统feed system主流道sprue分流道runner浇口gate直浇口direct gate ,sprue gate轮辐浇口spoke gate ,spider gate点浇口pin—point gate测浇口edge gate潜伏浇口submarine gate , tunnel gate 料穴cold—slug well浇口套sprue bush流道板runner plate排飞槽vent分型线(面)parting line定模stationary mould,Fixed mould动模movable mould,movable half上模upper mould, upper half下模lower mould,lower half型腔cavity凹模cavity plate,cavity block拼块split定位销dowel定位销孔dowel hole型芯core斜销angle pin,finger cam滑块slide滑块导板slide guide strip楔紧块heel block,wedge lock拉料杆sprue puller定位环locating ring冷却通cooling channel脱模斜度draft滑动型芯slide core螺纹型芯threaded core热流道模具hot—runner mould绝热流道模insulated runner mould熔合纹weld line (flow line)三板式模具three plate mould脱模ejection换模腔模具interchangeable cavity mould脱模剂release agent注射能力shot capacity注射速率injection rate注射压力injection pressure差色剂colorant保压时间holdup time闭模时间closing time定型装置sizing system阴模female mould,cavity block阳模male mould电加工设备Electron Discharge Machining数控加工中心CNC machine center万能铁床Universal milling machine卧式刨床Horizontal planer车床Engine lathe平面磨床Surface grinding machine去磁机Demagnetization machine万能摇臂钻床Universal radial movable driller立式钻床Vertical driller超声波清洗机Ultrasonic clearing machine四、品管SPC statistic process control品管保证Quality Assurance品管控制Quality control来料检验IQC Incoming quality control {TodayHot} 巡检IPQC In-process quality control校对calibration动态试验dynamic test环境试验Environmental test非破坏性试验non-destructive test光泽gloss击穿电压(dielectric) breakdown voltage拉伸强度tensile strength冷热骤变试验thermal shock test环境试验炉Environmental chamber盐雾实验salt spray test绝缘电阻测试验仪Insulating resistance meter内应力internal stress疲劳fatigue {HotTag}蠕变creep试样specimen撕裂强度tear strength缩痕shrink mark,sink mark耐久性durability抽样sampling样品数量sample sizeAQL Acceptable Quality level批量lot size抽样计划sampling planOC曲线operation curve试验顺序sequence of tests环境温度ambient temperature可焊性solderability阻燃性flame resistance五、生产注塑机injection machine冲床Punch machine混料机blender mixer尼龙nylon黄铜brass青铜bronze {TodayHot}紫(纯)铜copper料斗hopper麻点pit配料compounding涂层coating飞边flash预热preheating再生料reworked material再生塑料reworked plastics工艺设计process design紧急停止emergency stop延时time delay六.物控保质期shelf lifeABC分类法ABC Classification反常需求Abnormal Demand措施信息Action Message活动报告标志Action—report-flag基于活动的成本核算Activity—based Costing (ABC)实际能力Actual Capacity实际成本Actual Costs调整现有库存量Adjust—on-hand已分配量Allocation {TodayHot}替代工序Alternative Routine装配订单Assembly Order装配零件表Assembly Parts List装配Assembly计划自动重排Automatic Rescheduling可达到库存Available Inventory可用材料Available Material达到库存Available Stock可利用工时Available Work可签约量Available-to—promise平均库存Average Inventory欠交订单Back Order倒序计划Back Scheduling倒冲法Back flush {HotTag}未完成订单Backlog现有库存余额Balance-on—hand Inventory批号Batch Number批量生产Batch Production标杆瞄准Benchmarking工时清单Bill of Labor提货单Bill of Lading物料清单Bill of Material分库Branch Warehouse经营规划Business Plan采购员Buyer能力管理Capacity Management能力需求计划Capacity Requirements Planning (CRP)保管费率Carrying Cost Rate保管费Carrying Cost单元式制造Cellular Manufacturing修改批量日期Change Lot Date修改工序Change Route修改产品结构Change Structure检查点Check Point闭环物料需求计划Closed Loop MRP通用工序标识Common Route ID计算机集成制造Computer-integrated Manufacturing (CIM)配置代码Configuration Code约束管理/约束理论Constraints Management/Theory of Constraints (TOC)依成本的材料清单Costed Bill of Material急需零件Critical Part累计提前期Cumulative Lead Time现有运转时间Current Run Hour现有运转数量Current Run Quantity周期盘点Cycle Counting调整日期Date Adjust有效日期Date Available修改日期Date Changed结束日期Date Closed截止日期Date Due生产日期Date in Produced库存调整日期Date Inventory Adjust作废日期D ate Obsolete收到日期Date Received交付日期Date Released需求日期Date Required发货日期Date to Pull空负荷Dead Load需求管理Demand Management需求Demand实际能力Demonstrated Capacity非独立需求Dependent Demand直接增减库存处理法Direct-deduct Inventory Transaction Processing发料单Disbursement List派工单Dispatch List分销资源计划Distribution Resource Planning (DRP)鼓-缓冲-绳子Drum—buffer—rope经济订货批量Economic Order Quantity (EOQ)工程变更生效日期Engineering Change Effect Date工程变更生效单Engineering Change Effect Work Order工程停止日期Engineering Stop Date例外控制Exception Control呆滞材料分析Excess Material Analysis急送代码Expedite Code加工订单Fabrication Order补足欠交Fill Backorder总装提前期Final Assembly Lead Time确认的计划订单Firm Planned Order固定订货批量F ixed Order Quantity集中预测Focus Forecasting完全跟踪Full Pegging通用生产管理原则Generally Accepted Manufacturing Practices 毛需求Gross Requirements在制品库存In Process Inventory独立需求Independent Demand投入/产出控制Input/ Output Control检验标识Inspection ID厂际需求Interplant Demand库存周转率Inventory Carry Rate仓库库位类型Inventory Location Type库存周转次数Inventory Turnover发送订单Issue Order项目记录Item Record物料项目Item加工车间Job Shop准时制生产Just-in-time (JIT)看板Kanban人工工时Labor Hour最后运输日期Last Shipment Date提前期Lead Time层Level负荷量Load Leveling负荷报告Load Report负荷Load仓位代码Location Code仓位备注Location Remarks仓位状况Location Status按需订货Lot for Lot批量标识Lot ID批量编号Lot Number批量Lot Size低位码Low Level Code机器能力Machine Capacity机器加载Machine Loading外购或自制决策Make or Buy Decision面向订单生产的产品Make-to—order Product面向库存生产的产品Make—to—stock Product制造周期时间Manufacturing Cycle Time制造资源计划Manufacturing Resource Planning (MRP II)主生产计划Master Production Schedule (MPS)物料成本Material Cost物料发送和接收Material Issues and Receipts物料需求计划Material Requirements Planning (MRP)登陆标志MPS Book Flag MPS多重仓位Multiple Location净改变式MRP N et Change MRP净需求Net Requirements新仓位New Location新组件New Parent新仓库New Warehouse不活动报告No Action Report现有库存量On-hand Balance未结订单Open Order订单输入Order Entry订货点Order Point订货方针Order Policy订货承诺Order Promising订货备注Order Remarks双亲Parent零件清单Part Bills零件批次Part Lot零件编号Part Number零件Part反查Pegging领料单Picking List领料/提货Picking计划订单Planned Order后减库存处理法Post—deduct Inventory Transaction Processing 前减库存处理法Pre-deduct Inventory Transaction Processing 发票价格Price Invoice采购订单价格Price Purchase Order优先计划Priority Planning产品控制Product Control产品线Production Line生产规划编制Production Planning产品率Production Rate产品结构树Production Tree预计可用库存Projected Available Balance采购订单跟踪Purchase Order Tracking已分配量Quantity Allocation仓位数量Quantity At Location欠交数量Quantity Backorder完成数量Quantity Completion需求量Quantity Demand毛需求量Quantity Gross进货数量Quantity In排队时间Queue Time队列Queue重生成式MRP Regenerated MRP重排假设Rescheduling Assumption资源需求计划Resource Requirements Planning 粗能力计划Rough—cut Capacity Planning工艺路线Routing安全库存量Safety Stock保险期Safety Time预计入库量Scheduled Receipt残料率Scrap Factor发送零件Send Part维修件Service Parts发货地址Ship Address发货单联系人Ship Contact发货零件Ship Date发货单Ship Order工厂日历Shop Calendar车间作业管理Shop Floor Control损耗系数Shrinkage Factor标准产品成本Standard Product Cost标准机器设置工时Standard Set Up Hour标准单位运转工时Standard Unit Run Hour标准工资率Standard Wage Rate状况代码Status Code库存控制Stores Control建议工作单Suggested Work Order约束理论Theory of Constraints (TOC)时间段Time Bucket时界Time Fence单位成本Unit Cost采购计划员Vendor Scheduler采购计划法Vendor Scheduling工作中心能力Work Center Capacity工作中心Work Center在制品Work in Process工作令跟踪Work Order Tracking工作令Work Order工作进度安排Work Scheduling零库存Zero Inventories经济订货批量=Squat(2*年订货量*平均一次订货准备所发生成本/每件存货的年储存成本)美国生产和库存控制协会APICS,American Production &Inventory Control Society七.QS—9000中的术语APQP Advanced Product Quality Planning and Control Plan,产品质量先期策划和控制计划PPAP Production Part Approval Process,生产件批准程序FMEA Potential Failure Mode and Effects Analysis,潜在失效模式及后果分析MSA Measure System Analysis,测量系统分析SPC Statistical Process Control,统计过程控制审核Audit能力Capability {TodayHot}能力指数Capability Indices控制计划Control Plans纠正措施Corrective Action文件Documentation作业指导书Job Instruction,work instruction不合格品Nonconformance不合格Nonconformity每百万零件不合格数Defective Parts Per Million,DPPM预防措施Preventive Action程序Procedures过程流程图Process Flow Diagram,Process Flow Chart质量手册Quality Manual质量计划Quality Plan质量策划Quality Planning {HotTag}质量记录Quality Records原始数据Raw Data反应计划Reaction Plan返修Repair。

结构力学专业英语双语词汇

结构力学专业英语双语词汇

结构力学结构力学 structural mechanics结构分析 structural analysis结构动力学 structural dynamics拱 Arch三铰拱 three-hinged arch抛物线拱 parabolic arch圆拱 circular arch穹顶 Dome空间结构 space structure空间桁架 space truss雪载[荷] snow load风载[荷] wind load土压力 earth pressure地震载荷 earthquake loading弹簧支座 spring support支座位移 support displacement支座沉降 support settlement超静定次数 degree of indeterminacy机动分析 kinematic analysis结点法 method of joints截面法 method of sections结点力 joint forces共轭位移 conjugate displacement影响线 influence line三弯矩方程 three-moment equation单位虚力 unit virtual force刚度系数 stiffness coefficient柔度系数 flexibility coefficient力矩分配 moment distribution力矩分配法 moment distribution method力矩再分配 moment redistribution分配系数 distribution factor矩阵位移法 matri displacement method单元刚度矩阵 element stiffness matrix单元应变矩阵 element strain matrix总体坐标 global coordinates贝蒂定理 Betti theorem高斯--若尔当消去法 Gauss-Jordan elimination Method 屈曲模态 buckling mode复合材料力学 mechanics of composites复合材料 composite material纤维复合材料 fibrous composite单向复合材料 unidirectional composite泡沫复合材料 foamed composite颗粒复合材料 particulate composite层板 Laminate夹层板 sandwich panel正交层板 cross-ply laminate斜交层板 angle-ply laminate层片 Ply多胞固体 cellular solid膨胀 Expansion压实 Debulk劣化 Degradation脱层 Delamination脱粘 Debond纤维应力 fiber stress层应力 ply stress层应变 ply strain层间应力 interlaminar stress比强度 specific strength强度折减系数 strength reduction factor强度应力比 strength -stress ratio横向剪切模量 transverse shear modulus横观各向同性 transverse isotropy正交各向异 Orthotropy剪滞分析 shear lag analysis短纤维 chopped fiber长纤维 continuous fiber纤维方向 fiber direction纤维断裂 fiber break纤维拔脱 fiber pull-out纤维增强 fiber reinforcement致密化 Densification最小重量设计 optimum weight design网格分析法 netting analysis混合律 rule of mixture失效准则 failure criterion蔡--吴失效准则 Tsai-W u failure criterion达格代尔模型 Dugdale model断裂力学 fracture mechanics概率断裂力学 probabilistic fracture Mechanics格里菲思理论 Griffith theory线弹性断裂力学 linear elastic fracture mechanics, LEFM 弹塑性断裂力学 elastic-plastic fracture mecha-nics, EPFM 断裂 Fracture脆性断裂 brittle fracture解理断裂 cleavage fracture蠕变断裂 creep fracture延性断裂 ductile fracture晶间断裂 inter-granular fracture准解理断裂 quasi-cleavage fracture穿晶断裂 trans-granular fracture裂纹 Crack裂缝 Flaw缺陷 Defect割缝 Slit微裂纹 Microcrack折裂 Kink椭圆裂纹 elliptical crack深埋裂纹 embedded crack[钱]币状裂纹 penny-shape crack预制裂纹 Precrack短裂纹 short crack表面裂纹 surface crack裂纹钝化 crack blunting裂纹分叉 crack branching裂纹闭合 crack closure裂纹前缘 crack front裂纹嘴 crack mouth裂纹张开角 crack opening angle,COA裂纹张开位移 crack opening displacement, COD裂纹阻力 crack resistance裂纹面 crack surface裂纹尖端 crack tip裂尖张角 crack tip opening angle, CTOA裂尖张开位移 crack tip opening displacement, CTOD 裂尖奇异场 crack tip singularity Field裂纹扩展速率 crack growth rate稳定裂纹扩展 stable crack growth定常裂纹扩展 steady crack growth亚临界裂纹扩展 subcritical crack growth裂纹[扩展]减速 crack retardation止裂 crack arrest止裂韧度 arrest toughness断裂类型 fracture mode滑开型 sliding mode张开型 opening mode撕开型 tearing mode复合型 mixed mode撕裂 Tearing撕裂模量 tearing modulus断裂准则 fracture criterionJ积分 J-integralJ阻力曲线 J-resistance curve断裂韧度 fracture toughness应力强度因子 stress intensity factorHRR场 Hutchinson-Rice-Rosengren Field守恒积分 conservation integral有效应力张量 effective stress tensor应变能密度 strain energy density能量释放率 energy release rate内聚区 cohesive zone塑性区 plastic zone张拉区 stretched zone热影响区 heat affected zone, HAZ延脆转变温度 brittle-ductile transition temperature剪切带 shear band剪切唇 shear lip无损检测 non-destructive inspection双边缺口试件 double edge notched specimen, DEN specimen单边缺口试件 single edge notched specimen, SEN specimen三点弯曲试件 three point bending specimen, TPB specimen中心裂纹拉伸试件 center cracked tension specimen, CCT specimen 中心裂纹板试件 center cracked panel specimen, CCP specimen紧凑拉伸试件 compact tension specimen, CT specimen大范围屈服 large scale yielding小范围攻屈服 small scale yielding韦布尔分布 Weibull distribution帕里斯公式 paris formula空穴化 Cavitation应力腐蚀 stress corrosion概率风险判定 probabilistic risk assessment, PRA损伤力学 damage mechanics损伤 Damage连续介质损伤力学 continuum damage mechanics细观损伤力学 microscopic damage mechanics累积损伤 accumulated damage脆性损伤 brittle damage延性损伤 ductile damage宏观损伤 macroscopic damage细观损伤 microscopic damage微观损伤 microscopic damage损伤准则 damage criterion损伤演化方程 damage evolution equation损伤软化 damage softening损伤强化 damage strengthening损伤张量 damage tensor损伤阈值 damage threshold损伤变量 damage variable损伤矢量 damage vector损伤区 damage zone疲劳 Fatigue低周疲劳 low cycle fatigue应力疲劳 stress fatigue随机疲劳 random fatigue蠕变疲劳 creep fatigue腐蚀疲劳 corrosion fatigue疲劳损伤 fatigue damage疲劳失效 fatigue failure疲劳断裂 fatigue fracture疲劳裂纹 fatigue crack疲劳寿命 fatigue life疲劳破坏 fatigue rupture疲劳强度 fatigue strength疲劳辉纹 fatigue striations疲劳阈值 fatigue threshold交变载荷 alternating load交变应力 alternating stress应力幅值 stress amplitude应变疲劳 strain fatigue应力循环 stress cycle应力比 stress ratio安全寿命 safe life过载效应 overloading effect循环硬化 cyclic hardening循环软化 cyclic softening环境效应 environmental effect裂纹片 crack gage裂纹扩展 crack growth, crack Propagation 裂纹萌生 crack initiation循环比 cycle ratio实验应力分析 experimental stress Analysis 工作[应变]片 active[strain] gage基底材料 backing material应力计 stress gage零[点]飘移 zero shift, zero drift应变测量 strain measurement应变计 strain gage应变指示器 strain indicator应变花 strain rosette应变灵敏度 strain sensitivity机械式应变仪 mechanical strain gage直角应变花 rectangular rosette引伸仪 Extensometer应变遥测 telemetering of strain横向灵敏系数 transverse gage factor横向灵敏度 transverse sensitivity焊接式应变计 weldable strain gage平衡电桥 balanced bridge粘贴式应变计 bonded strain gage粘贴箔式应变计 bonded foiled gage粘贴丝式应变计 bonded wire gage桥路平衡 bridge balancing电容应变计 capacitance strain gage补偿片 compensation technique补偿技术 compensation technique基准电桥 reference bridge电阻应变计 resistance strain gage温度自补偿应变计 self-temperature compensating gage 半导体应变计 semiconductor strain Gage集流器 slip ring应变放大镜 strain amplifier疲劳寿命计 fatigue life gage电感应变计 inductance [strain] gage光[测]力学 Photomechanics光弹性 Photoelasticity光塑性 Photoplasticity杨氏条纹 Young fringe双折射效应 birefrigent effect等位移线 contour of equal Displacement暗条纹 dark fringe条纹倍增 fringe multiplication干涉条纹 interference fringe等差线 Isochromatic等倾线 Isoclinic等和线 isopachic应力光学定律 stress- optic law主应力迹线 Isostatic亮条纹 light fringe光程差 optical path difference热光弹性 photo-thermo -elasticity光弹性贴片法 photoelastic coating Method光弹性夹片法 photoelastic sandwich Method动态光弹性 dynamic photo-elasticity空间滤波 spatial filtering空间频率 spatial frequency起偏镜 Polarizer反射式光弹性仪 reflection polariscope残余双折射效应 residual birefringent Effect应变条纹值 strain fringe value应变光学灵敏度 strain-optic sensitivity应力冻结效应 stress freezing effect应力条纹值 stress fringe value应力光图 stress-optic pattern暂时双折射效应 temporary birefringent Effect脉冲全息法 pulsed holography透射式光弹性仪 transmission polariscope实时全息干涉法 real-time holographic interferometry网格法 grid method全息光弹性法 holo-photoelasticity全息图 Hologram全息照相 Holograph全息干涉法 holographic interferometry全息云纹法 holographic moire technique全息术 Holography全场分析法 whole-field analysis散斑干涉法 speckle interferometry散斑 Speckle错位散斑干涉法 speckle-shearing interferometry, shearography 散斑图 Specklegram白光散斑法 white-light speckle method云纹干涉法 moire interferometry[叠栅]云纹 moire fringe[叠栅]云纹法 moire method云纹图 moire pattern离面云纹法 off-plane moire method参考栅 reference grating试件栅 specimen grating分析栅 analyzer grating面内云纹法 in-plane moire method脆性涂层法 brittle-coating method条带法 strip coating method坐标变换 transformation of Coordinates计算结构力学 computational structural mechanics加权残量法 weighted residual method有限差分法 finite difference method有限[单]元法 finite element method配点法 point collocation里茨法 Ritz method广义变分原理 generalized variational Principle 最小二乘法 least square method胡[海昌]一鹫津原理 Hu-Washizu principle赫林格-赖斯纳原理 Hellinger-Reissner Principle 修正变分原理 modified variational Principle约束变分原理 constrained variational Principle 混合法 mixed method杂交法 hybrid method边界解法 boundary solution method有限条法 finite strip method半解析法 semi-analytical method协调元 conforming element非协调元 non-conforming element混合元 mixed element杂交元 hybrid element边界元 boundary element强迫边界条件 forced boundary condition自然边界条件 natural boundary condition离散化 Discretization离散系统 discrete system连续问题 continuous problem广义位移 generalized displacement广义载荷 generalized load广义应变 generalized strain广义应力 generalized stress界面变量 interface variable节点 node, nodal point[单]元 Element角节点 corner node边节点 mid-side node内节点 internal node无节点变量 nodeless variable杆元 bar element桁架杆元 truss element梁元 beam element二维元 two-dimensional element一维元 one-dimensional element三维元 three-dimensional element轴对称元 axisymmetric element板元 plate element壳元 shell element厚板元 thick plate element三角形元 triangular element四边形元 quadrilateral element四面体元 tetrahedral element曲线元 curved element二次元 quadratic element线性元 linear element三次元 cubic element四次元 quartic element等参[数]元 isoparametric element超参数元 super-parametric element亚参数元 sub-parametric element节点数可变元 variable-number-node element拉格朗日元 Lagrange element拉格朗日族 Lagrange family巧凑边点元 serendipity element巧凑边点族 serendipity family无限元 infinite element单元分析 element analysis单元特性 element characteristics刚度矩阵 stiffness matrix几何矩阵 geometric matrix等效节点力 equivalent nodal force节点位移 nodal displacement节点载荷 nodal load位移矢量 displacement vector载荷矢量 load vector质量矩阵 mass matrix集总质量矩阵 lumped mass matrix相容质量矩阵 consistent mass matrix阻尼矩阵 damping matrix瑞利阻尼 Rayleigh damping刚度矩阵の组集 assembly of stiffness Matrices 载荷矢量の组集 consistent mass matrix质量矩阵の组集 assembly of mass matrices单元の组集 assembly of elements局部坐标系 local coordinate system局部坐标 local coordinate面积坐标 area coordinates体积坐标 volume coordinates曲线坐标 curvilinear coordinates静凝聚 static condensation合同变换 contragradient transformation形状函数 shape function试探函数 trial function检验函数 test function权函数 weight function样条函数 spline function代用函数 substitute function降阶积分 reduced integration零能模式 zero-energy modeP收敛 p-convergenceH收敛 h-convergence掺混插值 blended interpolation等参数映射 isoparametric mapping双线性插值 bilinear interpolation小块检验 patch test非协调模式 incompatible mode节点号 node number单元号 element number带宽 band width带状矩阵 banded matrix变带状矩阵 profile matrix带宽最小化 minimization of band width波前法 frontal method子空间迭代法 subspace iteration method 行列式搜索法 determinant search method 逐步法 step-by-step method纽马克法 Newmark威尔逊法 Wilson拟牛顿法 quasi-Newton method牛顿-拉弗森法 Newton-Raphson method增量法 incremental method初应变 initial strain初应力 initial stress切线刚度矩阵 tangent stiffness matrix割线刚度矩阵 secant stiffness matrix模态叠加法 mode superposition method平衡迭代 equilibrium iteration子结构 Substructure子结构法 substructure technique超单元 super-element网格生成 mesh generation结构分析程序 structural analysis program 前处理 pre-processing后处理 post-processing网格细化 mesh refinement应力光顺 stress smoothing 组合结构 composite structure。

钢结构术语中英文对照

钢结构术语中英文对照

钢结构术语中英文对照强度strength承载能力load-carrying capacity脆断brittle fracture强度标准值characteristic value of strength强度设计值design value of strength一阶弹性分析first order elastic analysis阶弹性分析second order elastic analysis屈曲buckling腹板屈曲后强度post-buckling strength of web plate通用高厚normalizde web slenderness整体稳定overall stability有效宽度effective width有效宽度系数effective width factor长细比slenderness ratio换算长细比equivalent slenderness ratio支撑力nodal bracing force无支撑纯框架unbraced frame强支撑框架frame braced with strong bracing system弱支撑框架frame braced with weak bracing system摇摆柱leaning column柱腹板节点域panel zone of column web球形钢支座spherical steel bearing橡胶支座couposite rubber and steel support主管chord member支管bracing member隙节点gap joint搭接节点overlap joint平面管节点uniplanar joint空间管节点multiplanar joint组合构件built-up member钢与混凝土组合梁composite steel and concrete beamAacceptable quality 合格质量acceptance lot 验收批量aciera 钢材against slip coefficient between frictionsurface of high-strength bolted connection 高强度螺栓摩擦面抗滑移系数allowable ratio of height to sectionalthickness of masonry wall or column砌体墙、柱容许高厚比allowable slenderness ratio of steel member 钢构件容许长细比allowable slenderness ratio of timbercompression member 受压木构件容许长细比allowable stress range of fatigue 疲劳容许应力幅allowable ultimate tensile strain ofreinforcement 钢筋拉应变限值allowable value of crack width 裂缝宽度容许值allowable value of deflection of structuralmember 构件挠度容许值allowable value of deflection of timberbending member 受弯木构件挠度容许值allowable value of deformation of steelmember 钢构件变形容许值allowable value of deformation of structuralmember 构件变形容许值allowable value of drift angle of earthquakeresistant structure抗震结构层间位移角限值amplified coefficient of eccentricity 偏心距增大系数anchorage 锚具anchorage length of steel bar 钢筋锚固长度approval analysis during construction stage 施工阶段验算arch 拱arch with tie rod 拉捍拱arch-shaped roof truss 拱形屋架area of shear plane 剪面面积area of transformed section 换算截面面积aseismic design 建筑抗震设计assembled monolithic concrete structure 装配整体式混凝土结构automatic welding 自动焊接auxiliary steel bar 架立钢筋Bbackfilling plate 垫板balanced depth of compression zone 界限受压区高度balanced eccentricity 界限偏心距bar splice 钢筋接头bark pocket 夹皮batten plate 缀板beam 次梁bearing plate 支承板bearing stiffener 支承加劲肋bent-up steel bar 弯起钢筋board 板材bolt 螺栓bolted connection 钢结构螺栓连接bolted joint 木结构螺栓连接bolted steel structure 螺栓连接钢结构bonded prestressed concrete structure 有粘结预应力混凝土结构bow 顺弯breadth of wall between windows 窗间墙宽度building structural materials 建筑结构材料building structural unit 建筑结构单元building structure 建筑结构built-up steel column 格构式钢柱bundled tube structure 成束筒结构burn-through 烧穿butt connection 对接butt joint 对接butt weld 对接焊缝Ccalculating area of compression member 受压构件计算面积calculating overturning point 计算倾覆点calculation of load-carrying capacity ofmember 构件承载能力计算camber of structural member 结构构件起拱cantilever beam 挑梁cavitation 孔洞characteriseic value of live load on floor orroof 楼面、屋面活荷载标准值characteristi cvalue o fwindload 风荷载标准值characteristic value of concrete compressivestrength 混凝土轴心抗压强度标准值characteristic value of concrete tensilestrength 混凝土轴心抗拉标准值characteristic value of cubic concretecompressive strength混凝土立方体抗压强度标准值characteristic value of earthquake action 地震作用标准值characteristic value of horizontal crane load吊车水平荷载标准值characteristic value of masonry strength 砌体强度标准值characteristic value of permanent action 永久作用标准值characteristic value of snowload 雪荷载标准值characteristic value of strength of steel 钢材强度标准值characteristic value of strength of steel bar钢筋强度标准值characteristic value of uniformly distributedlive load 均布活标载标准值characteristic value of variable action 可变作用标准值characteristic value of vertical crane load 吊车竖向荷载标准值charaeteristic value of material strength 材料强度标准值chimney 烟囱circular double-layer suspended cable 圆形双层悬索circular single-layer suspended cable 圆形单层悬索circumferential weld 环形焊缝clear height 净高cold bend inspection of steelbar 冷弯试验cold drawn bar 冷拉钢筋cold drawn wire 冷拉钢丝cold-formed thin-walled sectionsteel 冷弯薄壁型钢cold-formed thin-walled steel structure 冷弯薄壁型钢结构cold-rolled deformed bar 冷轧带肋钢筋column bracing 柱间支撑combination value of live load on floor orroof 楼面、屋面活荷载组合值compaction 密实度compliance control 合格控制composite floor system 组合楼盖composite floor with profiled steel sheet 压型钢板楼板composite roof truss 组合屋架compostle member 组合构件compound stirrup 复合箍筋compression member with large eccentricity 大偏心受压构件compression member with small eccentricity 小偏心受压构件compressive strength at an angle with slopeof grain 斜纹承压强度compressive strength perpendicular to grain 横纹承压强度concentration of plastic deformation 塑性变形集中conceptual earthquake-resistant design 建筑抗震概念设计connecting plate 连接板connection 连接connections of steel structure 钢结构连接connections of timber structure 木结构连接consistency of mortar 砂浆稠度constant cross-section column 等截面柱construction and examination concentratedload 施工和检修集中荷载continuous weld 连续焊缝core area of section 截面核芯面积core tube supported structure 核心筒悬挂结构corrosion of steel bar 钢筋锈蚀coupled wall 连肢墙coupler 连接器coupling wall-beam 连梁coupling wall-column... 墙肢coursing degree of mortar 砂浆分层度cover plate 盖板covered electrode 焊条crack 裂缝crack resistance 抗裂度crack width 裂缝宽度crane girder 吊车梁crane load 吊车荷载creep of concrete 混凝土徐变crook 横弯cross beam 井字梁cup 翘弯curved support 弧形支座Ddeformation analysis 变形验算degree of gravity vertical for structure orstructural member 结构构件垂直度degree of gravity vertical forwall surface 墙面垂直度degree of plainness for structural memer 构件平整度degree of plainness for wall surface 墙面平整度depth of compression zone 受压区高度depth of neutral axis 中和轴高度design of building structures 建筑结构设计design value of earthquake-resistant strengthof materials 材料抗震强度设计值design value of load-carrying capacity ofmembers 构件承载能力设计值designations 0f steel 钢材牌号designvalue of material strength 材料强度设计值destructive test 破损试验detailing reintorcement 构造配筋detailing requirements 构造要求diamonding 菱形变形diaphragm 横隔板dimensional errors 尺寸偏差distribution factor of snow pressure 屋面积雪分布系数double component concrete column 双肢柱dowelled joint 销连接down-stayed composite beam 下撑式组合粱ductile frame 延性框架dynamic design 动态设计Eearthquake-resistant design 抗震设计earthquake-resistant detailing requirements 抗震构造要求effective area of fillet weld 角焊缝有效面积effective depth of section 截面有效高度effective diameter of bolt or high-strength bolt 螺栓或高强度螺栓有效直径effective height 计算高度effective length 计算长度effective length of fillet weld 角焊缝有效计算长度effective length of nail 钉有效长度effective span 计算跨度effective supporting length at end of beam 梁端有效支承长度effective thickness of fillet weld 角焊缝有效厚度elastic analysis scheme 弹性方案elastic foundation beam 弹性地基梁elastic foundation plate 弹性地基板elastically supported continuous girder 弹性支座连续梁elasticity modulus of materials 材料弹性模量elongation rate 伸长率embeded parts 预埋件enhanced coefficient of local bearingstrength of materials 局部抗压强度提高系数equivalent slenderness ratio 换算长细比equivalent uniformly distributed live load 等效均布活荷载etlectlve cross-section area of high-strengthbolt 高强度螺栓的有效截面积ettectlve cross-section area of bolt 螺栓有效截面面积euler's critical load 欧拉临界力euler's critical stress 欧拉临界应力Ffiller plate 填板门fillet weld 角焊缝finger joint 指接fish eye 白点fish-belly beam 角腹式梁fissure 裂缝flexible connection 柔性连接flexural rigidity of section 截面弯曲刚度flexural stiffness of member 构件抗弯刚度floor plate 楼板floor system 楼盖four sides(edgessupported plate 四边支承板frame structure 框架结构frame tube structure 单框筒结构frame tube structure 框架-简体结构frame with sidesway 有侧移框架frame without sidesway 无侧移框架frange plate 翼缘板friction coefficient of masonry 砌体摩擦系数full degree of mortar at bed joint 砂浆饱满度function of acceptance 验收函数Ggang nail plate joint 钉板连接grider 主梁grip 夹具grith weld 环形焊缝groove 坡口gusset plate 节点板Hhanger 吊环hanging steel bar 吊筋heat tempering bar 热处理钢筋height variation factor of wind pressure 风压高度变化系数heliral weld 螺旋形僻缝high-strength bolt 高强度螺栓high-strength bolt with large hexagon bea 大六角头高强度螺栓high-strength bolted bearing type join 承压型高强度螺栓连接,high-strength bolted connection 高强度螺栓连接high-strength bolted friction-type joint 摩擦型高强度螺栓连接high-strength holted steel slsteel structure 高强螺栓连接钢结构hinge support 铰轴支座hinged connection 铰接hlngeless arch 无铰拱hollow brick 空心砖hollow ratio of masonry unit 块体空心率honeycomb 蜂窝hook 弯钩hoop 箍筋hot-rolled deformed bar 热轧带肋钢筋hot-rolled plain bar 热轧光圆钢筋hot-rolled section steel 热轧型钢hunched beam 加腋梁Iimpact toughness 冲击韧性impermeability 抗渗性inclined section 斜截面inclined stirrup 斜向箍筋incomplete penetration 未焊透incomplete tusion 未溶合incompletely filled groove 未焊满indented wire 刻痕钢丝influence coefficient for load-bearingcapacity of compressionmember 受压构件承载能力影响系数influence coefficient for spacial action 空间性能影响系数initial control 初步控制inspection for properties of glue used instructural member 结构用胶性能检验inspection for properties of steelbar 钢筋性能检验integral prefabricated prestressed concreteslab-column structure整体预应力板柱结构intermediate stiffener 中间加劲肋intermittent weld 断续焊缝Jjoint of reinforcement 钢筋接头Kkey joint 键连接kinetic design 动态设计knot 节子(木节)Llaced of battened compression member 格构式钢柱lacing and batten elements 缀材(缀件)lacing bar 缀条lamellar tearing 层状撕裂lap connectlon 叠接(搭接)lapped length of steel bar 钢筋搭接长度large pannel concrete structure 混凝土大板结构large-form cocrete structure 大模板结构lateral bending 侧向弯曲lateral displacement stiffness of storey 楼层侧移刚度lateral displacement stiffness of structure 结构侧移刚度lateral force resistant wallstructure 抗侧力墙体结构leg size of fillet weld 角焊缝焊脚尺寸length of shear plane 剪面长度lift-slab structure 升板结构limiting value for sectional dimension 截面尺寸限值limiting value for supporting length 支承长度限值limiting value for total height of masonrystructure 砌体结构总高度限值linear expansion coeffcient 线膨胀系数lintel 过梁load bearing wall 承重墙load-carrying capacity per bolt 单个普通螺栓承载能力load-carrying capacity per high-strength holt单个高强螺桂承载能力load-carrying capacity per rivet 单个铆钉承载能力long term rigidity of member 构件长期刚度longitude horizontal bracing 纵向水平支撑longitudinal steel bar 纵向钢筋longitudinal stiffener 纵向加劲肋longitudinal weld 纵向焊缝losses of prestress 预应力损失lump material 块体Mmain axis 强轴main beam 主梁major axis 强轴manual welding 手工焊接manufacture control 生产控制mechanical properties of materials 材料力学性能melt-thru 烧穿method of sampling 抽样方法minor axls 弱轴modified coefficient for allowable ratio ofheight to sectionalthickness of masonry wall 砌体墙容许高厚比修正系数modulus of elasticity of concrete 混凝土弹性模量modulus of elasticity parellel to grain 顺纹弹性模量moisture content 含水率moment modified factor 弯矩调幅系数monitor frame 天窗架mortar 砂浆multi-defence system of earthquake-resistantbuilding 多道设防抗震建筑multi-tube supported suspended structure 多筒悬挂结构Nnailed joint 钉连接net height 净高net span 净跨度non-destructive inspection of weld 焊缝无损检验non-destructive test 非破损检验non-load-bearingwall 非承重墙non-uniform cross-section beam 变截面粱non-uniformly distributed strain coefficientof longitudinal tensile reinforcement纵向受拉钢筋应变不均匀系数normal concrete 普通混凝土normal section 正截面notch and tooth joint 齿连接number of sampling 抽样数量Oobligue section 斜截面oblique-angle fillet weld 斜角角焊缝one-way reinforced(or prestressedconcreteslab 单向板open web roof truss 空腹屋架ordinary concrete 普通混凝土ordinary steel bar 普通钢筋orthogonal fillet weld 直角角焊缝outstanding width of flange 翼缘板外伸宽度outstanding width of stiffener 加劲肋外伸宽度over-all stability reduction coefficient ofsteel beam 钢梁整体稳定系数overturning or slip resistance analysis 抗倾覆、滑移验算Ppadding plate 垫板partial penetrated butt weld 不焊透对接焊缝partition 非承重墙penetrated butt weld 透焊对接焊缝percentage of reinforcement 配筋率pilastered wall 带壁柱墙pit 凹坑pith 髓心plain concrete structure 素混凝土结构plane hypothesis 平截面假定plane structure 平面结构plane trussed lattice grids 平面桁架系网架plank 板材plastic adaption coefficient of cross-section截面塑性发展系数plastic design of steel structure 钢结构塑性设计plastic hinge 塑性铰plastlcity coefficient of reinforced concretemember in tensile zone受拉区混凝土塑性影响系数plate-like space frame 干板型网架plate-like space truss 平板型网架plug weld 塞焊缝plywood 胶合板pockmark 麻面polygonal top-chord roof truss 多边形屋架post-tensioned prestressed concrete structure后张法预应力混凝土结构precast reinforced concrete member 预制混凝土构件prefabricated concrete structure 装配式混凝土结构presetting time 初凝时间prestressed concrete structure 预应力混凝土结构prestressed steel structure 预应力钢结构prestressed tendon 预应力筋pre-tensioned prestressed concrete structure 先张法预应力混凝土结构primary control 初步控制production control 生产控制properties of fresh concrete 可塑混凝土性能properties of hardened concrete 硬化混凝土性能property of building structural materials 建筑结构材料性能purlin 檩条Qquality grade of weld 焊缝质量级别quality inspection of bolted connection 螺栓连接质量检验quality inspection of riveted connection 铆钉连接质量检验quasi-permanent value of live load on flooror roof 楼面、屋面活荷载准永久值Rradial check 辐裂ratio of axial compressive force to axialcompressive ultimate capacity of section 轴压比ratio of height to sectional thickness ofwall or column 砌体墙柱高、厚比ratio of reinforcement 配筋率ratio of shear span to effective depth ofsection 剪跨比redistribution of internal force 内力重分布reducing coefficient of compressive strengthin sloping grain for bolted connection 螺栓连接斜纹承压强度降低系数reducing coefficient of liveload 活荷载折减系数reducing coefficient of shearing strength fornotch and tooth connection齿连接抗剪强度降低系数regular earthquake-resistant building 规则抗震建筑reinforcement ratio 配筋率reinforcement ratio per unit volume 体积配筋率relaxation of prestressed tendon 预应筋松弛representative value of gravity load 重力荷载代表值resistance to abrasion 耐磨性resistance to freezing and thawing 抗冻融性resistance to water penetration 抗渗性reveal of reinforcement 露筋right-angle filletweld 直角角焊缝rigid analysis scheme 刚性方案rigid connection 刚接rigid transverse wall 刚性横墙rigid zone 刚域rigid-elastic analysis scheme 刚弹性方案rigidity of section 截面刚度rigidly supported continous girder 刚性支座连续梁ring beam 圈梁rivet 铆钉riveted connecction 铆钉连接riveted steel beam 铆接钢梁riveted steel girder 铆接钢梁riveted steel structure 铆接钢结构rolle rsupport 滚轴支座rolled steel beam 轧制型钢梁roof board 屋面板roof bracing system 屋架支撑系统roof girder 屋面梁roof plate 屋面板roof slab 屋面板roof system 屋盖roof truss 屋架round wire 光圆钢丝Ssafety classes of building structures 建筑结构安全等级safetybolt 保险螺栓saw-tooth joint failure 齿缝破坏scarf joint 斜搭接seamless steel pipe 无缝钢管seamless steel tube 无缝钢管second moment of area of tranformed section 换算截面惯性矩second order effect due to displacement 挠曲二阶效应secondary axis 弱轴secondary beam 次粱section modulus of transformed section 换算截面模量section steel 型钢semi-automatic welding 半自动焊接separated steel column 分离式钢柱setting time 凝结时间shake 环裂shaped steel 型钢shapefactorofwindload 风荷载体型系数shear plane 剪面shearing rigidity of section 截面剪变刚度shearing stiffness of member 构件抗剪刚度short stiffener 短加劲肋short term rigidity of member 构件短期刚度shrinkage 干缩shrinkage of concrete 混凝干收缩silos 贮仓skylight truss 天窗架slab 楼板slab-column structure 板柱结构slag inclusion 夹渣sloping grain 斜纹slump 坍落度snow reference pressure 基本雪压solid-web steel column 实腹式钢柱space structure 空间结构space suspended cable 悬索spacing of bars 钢筋间距spacing of rigid transverse wall 刚性横墙间距spacing of stirrup legs 箍筋肢距spacing of stirrups 箍筋间距specified concrete 特种混凝上spiral stirrup 螺旋箍筋spiral weld 螺旋形焊缝split ringjoint 裂环连接square pyramid space grids 四角锥体网架stability calculation 稳定计算stability reduction coefficient of axiallyloaded compression 轴心受压构件稳定系数stair 楼梯static analysis scheme of building 房屋静力汁算方案static design 房屋静力汁算方案statically determinate structure 静定结构statically indeterminate structure 超静定结构sted 钢材steel bar 钢筋steel column component 钢柱分肢steel columnbase 钢柱脚steel fiber reinforced concrete structure 钢纤维混凝土结构steel hanger 吊筋steel mesh reinforced brick masonry member 方格网配筋砖砌体构件steel pipe 钢管steel plate 钢板steel plateelement 钢板件steel strip 钢带steel support 钢支座steel tie 拉结钢筋steel tie bar for masonry 砌体拉结钢筋steel tube 钢管steel tubular structure 钢管结构steel wire 钢丝stepped column 阶形柱stiffener 加劲肋stiffness of structural member 构件刚度stiffness of transverse wall 横墙刚度stirrup 箍筋storev height 层高straight-line joint failure 通缝破坏straightness of structural member 构件乎直度strand 钢绞线strength classes of masonry units 块体强度等级strength classes of mortar 砂浆强度等级strength classes of structural steel 钢材强度等级strength classes(grades of prestressed tendon预应力筋强度等级strength classes(grades of steel bar 普通钢筋强度等级strength of structural timber parallel tograin 木材顺纹强度strongaxis 强轴structural system composed of bar 杆系结构structural system composed of plate 板系结构structural wall 结构墙superposed reinforced concrete flexuralmember 叠合式混凝土受弯构件suspended crossed cable net 双向正交索网结构suspended structure 悬挂结构swirl grain 涡纹Ttensile(compressive) rigidity of section 截面拉伸(压缩刚度)tensile(compressive) stiffness of member 构件抗拉(抗压刚度)tensile(ultimate) strength of steel 钢材抗拉(极限强度)test for properties of concrete structuralmembers 构件性能检验thickness of concrete cover 混凝土保护层厚度thickness of mortarat bed joint 水平灰缝厚度thin shell 薄壳three hinged arch 三铰拱tie bar 拉结钢筋tie beam 系梁tie tod 系杆tied framework 绑扎骨架tor-shear type high-strength bolt 扭剪型高强度螺栓torsional rigidity of section 截面扭转刚度torsional stiffness of member 构件抗扭刚度total breadth of structure 结构总宽度total height of structure 结构总高度total length of structure 结构总长度transmission length of prestress 预应力传递长度transverse horizontal bracing 横向水平支撑transverse stiffener 横向加劲肋transverse weld 横向焊缝transversely distributed steelbar 横向分布钢筋trapezoid roof truss 梯形屋架triangular pyramid space grids 三角锥体网架triangular roof truss 三角形屋架trussed arch 椽架trussed rafter 桁架拱tube in tube structure 筒中筒结构tube structure 简体结构twist 扭弯two hinged arch 双铰拱Uunbonded prestressed concrete structure 无粘结预应力混凝土结构undercut 咬边uniform cross-section beam 等截面粱upper flexible and lower rigid complexmultistorey building 上柔下刚多层房屋upper rigid lower flexible complexmultistorey building 上刚下柔多层房屋Vvalue of decompression prestress 预应力筋消压预应力值value of effective prestress 预应筋有效预应力值verification of serviceability limit states 正常使用极限状态验证verification of ultimate limit states 承载能极限状态验证vertical bracing 竖向支撑vierendal roof truss 空腹屋架visual examination of structural member 构件外观检查visual examination of structural steel member钢构件外观检查visual examination of weld 焊缝外观检查Wwall beam 墙梁wall frame 壁式框架wall-slab structure 墙板结构warping 翘曲warping rigidity of section 截面翘曲刚度water retentivity of mortar 砂浆保水性water tower 水塔water/cement ratio 水灰比weak axis 弱轴weak region of earthquake-resistant building 抗震建筑薄弱部位web plate 腹板weld 焊缝weld crack 焊接裂纹weld defects 焊接缺陷weld roof 焊根weld toe 焊趾weldability of steel bar 钢筋可焊性welded framework 焊接骨架welded steel beam 焊接钢梁welded steel girder 焊接钢梁welded steel pipe 焊接钢管welded steel strueture 焊接钢结构welding connection 焊缝连接welding flux 焊剂welding rod 焊条welding wire 焊丝wind fluttering factor 风振系数wind reference pressure 基本风压wind-resistant column 抗风柱Yyield strength (yield point) of steel 钢筋屈服强度(屈服点)。

粉末冶金齿轮齿抗的测量方法

粉末冶金齿轮齿抗的测量方法

粉末冶金齿轮齿抗的测量方法英文回答:Methods for Measuring the Fatigue Strength of Powder Metallurgy Gear Teeth.Powder metallurgy (PM) gears are increasingly being used in various industrial applications due to their advantages such as high strength, wear resistance, andcost-effectiveness. The fatigue strength of PM gear teethis a crucial property that determines the gear's ability to withstand cyclic loads without failure. Several methods are available to measure the fatigue strength of PM gear teeth, each with its own advantages and limitations.1. Bending Fatigue Test.The bending fatigue test is a widely used method for measuring the fatigue strength of PM gear teeth. In this test, a specimen gear is mounted on a rotating shaft andsubjected to a bending load applied through a meshing gear. The load is applied in cycles until the specimen gear fails due to fatigue. The fatigue strength is determined as the maximum stress amplitude that the gear can withstand for a specified number of cycles without failure.2. Torsional Fatigue Test.The torsional fatigue test is another common method for measuring the fatigue strength of PM gear teeth. In this test, a specimen gear is mounted on a rotating shaft and subjected to a torsional load applied through a meshing gear. The load is applied in cycles until the specimen gear fails due to fatigue. The fatigue strength is determined as the maximum torque amplitude that the gear can withstandfor a specified number of cycles without failure.3. Rolling Contact Fatigue Test.The rolling contact fatigue test is used to measure the fatigue strength of PM gear teeth under rolling contact conditions. In this test, a specimen gear is mounted on arotating shaft and meshed with a mating gear. The gears are subjected to a load that simulates the contact stresses experienced during gear operation. The fatigue strength is determined as the maximum contact stress amplitude that the gears can withstand for a specified number of cycles without failure.4. Ultrasonic Fatigue Test.The ultrasonic fatigue test is a non-destructive method for measuring the fatigue strength of PM gear teeth. Inthis test, a specimen gear is subjected to high-frequency ultrasonic vibrations while a load is applied to the gear tooth. The fatigue strength is determined by monitoring the changes in the ultrasonic response of the gear tooth as the load amplitude increases.5. Finite Element Analysis.Finite element analysis (FEA) can be used to predict the fatigue strength of PM gear teeth. In this method, a computer model of the gear is created and subjected tosimulated loading conditions. The model can be used to calculate the stresses and strains in the gear teeth under various load conditions. The fatigue strength is then estimated based on the calculated stresses and strains using fatigue failure criteria.The choice of fatigue strength measurement method depends on the specific application and requirements. Bending fatigue tests are commonly used for gears subjected to bending loads, while torsional fatigue tests are usedfor gears subjected to torsional loads. Rolling contact fatigue tests are used for gears subjected to rolling contact conditions. Ultrasonic fatigue tests are used for non-destructive evaluation of fatigue strength, while FEA can be used for predicting fatigue strength based on computer simulations.中文回答:粉末冶金齿轮齿抗疲劳强度的测量方法。

公路桥梁钢箱梁疲劳裂纹检测、评定与维护应用指南

公路桥梁钢箱梁疲劳裂纹检测、评定与维护应用指南

公路桥梁钢箱梁疲劳裂纹检测、评定与维护应用指南1.钢箱梁是公路桥梁的重要组成部分,需要定期进行疲劳裂纹检测。

Steel box girder is an important part of highway bridges and requires regular fatigue crack detection.2.疲劳裂纹的产生可能会影响桥梁的结构安全性。

The generation of fatigue cracks may affect the structural safety of bridges.3.因此,对桥梁钢箱梁进行疲劳裂纹的检测、评定与维护至关重要。

Therefore, the detection, assessment, and maintenance of fatigue cracks in bridge steel box girders are crucial.4.疲劳裂纹的检测可以采用无损检测技术,如超声波检测和磁粉检测。

Non-destructive testing techniques, such as ultrasonic testing and magnetic particle testing, can be used for fatigue crack detection.5.评定疲劳裂纹的严重程度可以根据裂纹的长度、深度和位置进行。

The severity of fatigue cracks can be assessed based on their length, depth, and location.6.一旦发现疲劳裂纹,必须立即采取措施进行修复或维护。

Once fatigue cracks are found, measures must be taken immediately for repair or maintenance.7.修复疲劳裂纹可以采用焊接、加固或更换损坏部分的方法。

平贮ZL205A_铝合金微观缺陷与宏观力学性能关系研究

平贮ZL205A_铝合金微观缺陷与宏观力学性能关系研究

装备环境工程第20卷第10期·22·EQUIPMENT ENVIRONMENTAL ENGINEERING2023年10月平贮ZL205A铝合金微观缺陷与宏观力学性能关系研究闫路1,刘斌斌2*,曲斌瑞1,孙文东3(1.北京宇航系统工程研究所,北京100076;2.北京科技大学 新金属材料国家重点实验室,北京100083;3.中国航天标准化研究所,北京 100071)摘要:目的评估长期贮存ZL205A铝合金的微观缺陷对性能的影响。

方法利用X射线无损检测研究平贮合金的缺陷等级分布,并进一步研究合金室温拉伸、高温拉伸、室温疲劳和室温冲击性能。

结果经过平贮12 a后的ZL205A铝合金,其微观缺陷即针孔等级位于1~6级,仅发现少量的伴生带状偏析。

室温拉伸时,1~3级针孔样品的抗拉强度为380 MPa,而5级针孔样品的抗拉强度大幅下降到340.5 MPa,表明室温下4级及以上针孔对于拉伸强度有着重要影响。

高温拉伸时,仅在100 ℃表现为样品缺陷等级越高,抗拉强度越高的趋势。

常温疲劳试验表明,在107周的寿命下,合金的疲劳极限为99.2 MPa。

常温冲击试验发现,1级针孔样品的平均冲击吸收能量为3.19 J,明显优于其他针孔等级样品。

结论室温拉伸和室温冲击时,材料的力学性能与缺陷等级密切相关。

高温拉伸时,温度上升导致材料强度下降的作用超过了缺陷自身对性能的影响。

关键词:ZL205A;微观缺陷;室温拉伸;高温拉伸;室温疲劳;室温冲击中图分类号:TG146.2+1 文献标识码:A 文章编号:1672-9242(2023)10-0022-08DOI:10.7643/ issn.1672-9242.2023.10.003Relationship between Microdefects and Mechanical Properties ofZL205A Aluminum Alloy after Long-time StorageYAN Lu1, LIU Bin-bin2*, QU Bin-rui1, SUN Wen-dong3(1. Beijing Institute of Astronautical Systems Engineering, Beijing 100076, China; 2. State Key Laboratoryfor Advanced Metals and Materials, University of Science and Technology Beijing, Beijing 100083, China;3. China Astronautics Standards Institute, Beijing 100071, China)ABSTRACT: The work aims to evaluate the effect of microdefects on the properties of ZL205A aluminum alloy after long-time storage. The X-ray non-destructive testing was firstly introduced to study the distribution of microdefect levels and then me-chanical propertied including room temperature and high temperature tensile, room temperature fatigue and room temperature impact were investigated. After storage at room temperature for 12 years, the microdefect levels of ZL205A aluminum alloy ranged from 1 to 6, while a few associated band segregations were determined as well. The room temperature tensile strength of收稿日期:2023-09-15;修订日期:2023-10-10Received:2023-09-15;Revised:2023-10-10基金项目:航天部金属材料预研课题(JPPT-2016-010)Fund:Pre-research project of metallic materials of Department of Aerospace (JPPT-2016-010).引文格式:闫路,刘斌斌,曲斌瑞, 等. 平贮ZL205A铝合金微观缺陷与宏观力学性能关系研究[J]. 装备环境工程, 2023, 20(10): 22-29. YAN Lu, LIU Bin-bin, QU Bin-rui, et al. Relationship between Microdefects and Mechanical Properties of ZL205A Aluminum Alloy after Long-time Storage[J]. Equipment Environmental Engineering, 2023, 20(10): 22-29.*通信作者(Corresponding author)第20卷第10期闫路,等:平贮ZL205A铝合金微观缺陷与宏观力学性能关系研究·23·samples with microdefect level from 1 to 3 was around 380 MPa, but it decreased to 340.5 MPa in the samples with microdefect level 5. The results indicated that microdefect level higher than 4 had great impact on the tensile strength at room temperature.However, the trend of higher microdefect level leading to larger tensile strength was only observed at 100 ℃ during high temperature tensile. Room temperature fatigue tests indicated that the fatigue limit of ZL205A alloy was 99.2 MPa under the fatigue life capability of 107 cycles. The average impact absorbed energy of samples with microdefect level 1 was 3.19 J, obviously higher than that of samples with lower microdefect levels. The room temperature tensile and impact properties show strong dependence on the microdefect levels. At high temperature tensile, the decrease of strength is determined by temperature rather than microdefect levels.KEY WORDS: ZL205A; microdefects; room temperature tensile; high temperature tensile; room temperature fatigue; room temperature impact高强铝合金具有密度低、强度高、加工性能及焊接性能良好等特点,被广泛应用于航空、航天及民用领域。

基于深度学习与可见-近红外光谱的患腥黑穗病小麦籽粒分类研究

基于深度学习与可见-近红外光谱的患腥黑穗病小麦籽粒分类研究

第42 卷第 7 期2023 年7 月Vol.42 No.7784~793分析测试学报FENXI CESHI XUEBAO(Journal of Instrumental Analysis)基于深度学习与可见-近红外光谱的患腥黑穗病小麦籽粒分类研究宋金鹏1,梁琨2,4*,张驰3,梅秀明3,蒋鹏飞2,袁锐2(1.南京农业大学工学院,江苏南京210031;2.南京农业大学人工智能学院,江苏南京210031;3.南京市产品质量监督检验院国家市场监管重点实验室(生物毒素分析与评价),江苏南京210019;4.南京农业大学江苏省智能化农业装备重点实验室,江苏南京210031)摘要:针对小麦腥黑穗病快速无损的检测需求,该文将可见-近红外光谱与深度学习算法结合建立了小麦腥黑穗病籽粒的分类模型。

采用多元散射校正算法(MSC)和标准正态变换算法(SNV)对光谱进行预处理,消除光谱噪音的影响,分别使用竞争性自适应重加权算法(CARS)和随机蛙跳算法(RF)对预处理后的光谱进行特征波长提取。

结果显示,特征提取算法可去除大量冗余信息,波段减少比率为93.7% ~ 94.2%,有效降低了模型运行成本,并可防止模型过拟合。

结果显示:MSC + CARS + VGG16模型训练集的准确率为96.39%,测试集准确率为91.67%,取得了较好的分类结果。

最终建立的VGG16深度学习模型实现了健康、轻度患病和重度患病3类小麦籽粒的分类。

对比传统机器学习模型,VGG16模型能够充分提取光谱特征信息,更好地区分健康与轻度患病籽粒。

该研究表明深度学习结合可见-近红外光谱方法,能够实现对不同患病程度腥黑穗病小麦籽粒的有效分类,为腥黑穗病小麦籽粒的快速无损检测提供了一种新方法。

关键词:可见-近红外光谱;深度学习;腥黑穗病;小麦中图分类号:O657.3;S512.1文献标识码:A 文章编号:1004-4957(2023)07-0784-10Research on Classification of Common Bunt of Wheat KernelsBased on Visible-Near Infrared SpectroscopyCombined with Deep Learning AlgorithmsSONG Jin-peng1,LIANG Kun2,4*,ZHANG Chi3,MEI Xiu-ming3,JIANG Peng-fei2,YUAN Rui2(1.College of Engineering,Nanjing Agricultural University,Nanjing 210031,China;2.College of Artificial Intelligence,Nanjing Agricultural University,Nanjing 210031,China;3.Key Laboratory of Biotoxin Analysis & Assessment for State Market Regulation,Nanjing Institute of Product Quality Inspection & Testing,Nanjing 210019,China;4.Jiangsu Province Engineering Lab for Modern Facility AgricultureTechnology and Equipment,Nanjing Agricultural University,Nanjing 210031,China)Abstract:In view of the need for rapid and non-destructive detection of common bunt,a visible-near infrared spectroscopy combined with deep learning algorithms was proposed to construct a classi⁃fication model for identifying common bunt of wheat kernels in this paper.The spectral data were pre⁃processed by multiple scattering correction(MSC)and standard normal variate(SNV)algorithms to eliminate noise.Meanwhile,feature wavelength extraction was performed on the preprocessed spec⁃tra using the competitive adaptive reweighted sampling(CARS)and random frog(RF)algorithms.The results indicated that the feature extraction algorithms effectively removed redundant information,resulting in a reduction of 93.7%to 94.2%in the number of spectral bands.This significantly re⁃duced the model’s computational cost and prevented overfitting.The achieved results demonstrated the effectiveness of the MSC + CARS + VGG16 model with an accuracy of 96.39% for the training set and 91.67% for the test set,providing satisfactory classification outcomes.The final VGG16 deep learning model successfully categorized wheat kernels into three classes:healthy,light suscept,and heavy suscept.Compared to traditional machine learning models,the VGG16 model demon⁃strates a superior capability in extracting spectral features,and could more accurately distinguish healthy wheats and light suscept wheats.Results showed that visible-near infrared spectroscopy com⁃doi:10.19969/j.fxcsxb.23030501收稿日期:2023-03-05;修回日期:2023-04-21∗通讯作者:梁琨,博士,副教授,研究方向:农产品检测技术,E-mail:kliang@785第 7 期基于深度学习与可见-近红外光谱的患腥黑穗病小麦籽粒分类研究bined with deep learning could realize the effective classification on the wheat kernels with differentdegrees of common bunt,providing a novel approach for the rapid and non-destructive detection oncommon bunt wheat kernels.Key words:visible-near infrared spectroscopy;deep learning;common bunt;wheat小麦腥黑穗病在国外俗称为“Stinking smut”或“European bunt”[1],在国内也被称为“黑疽”、“腥乌麦”,是主要由小麦光腥黑粉菌(Tilletia foetida)、小麦网腥黑粉菌(Tilletia caries)、小麦矮腥黑穗病菌(Tilletia controversa Kühn)与小麦印度腥黑穗病菌(Tilletia indica Mitra)感染所引发的病症[2]。

管件英文表达

管件英文表达

管件资料中英文对照PVC wye斜三通PVC plug堵头Union socket由令Socket coupling套管PVC reducer短型异径管等径直通equal coupling异径直通reducing coupling内牙直通female coupling外牙直通straight tube with outside 90等径弯头90 equal elbow45等径弯头45 equal elbow外牙弯头male elbow内牙弯头female elbow等径三通equal tee异径三通reducing tee内牙三通female tee外牙三通male tee管帽capsch代表压力lr长半径或1倍半大小SIZE数量QTY碳钢弯头Carbon Steel Elbow不锈钢弯头Stainless Steel Elbow高压弯头High-Pressure Elbow同心异径管Concentric Reducers偏心异径管Eccentric Reducers高压异径管High-pressure Reducers不锈钢等径三通Stainless Straight Tee碳钢等径三通Carbon Straight Tee不锈钢等径四通Stainless Straight Cross高压三通High-pressure Tee锻制三通Forged Tee异径接头Template管帽Caps法兰flange长径和短径弯头long and short radius elbows同心和偏心异径接头concentric and eccentric reducers 等径和异径三通straight and reducing outlet tees大小头CONCENTRIC REDUCERTee Equal 相等的三通等径三通Straight Tee异径三通Reducing Tee等径四通Straight Cross90°短半径弯头90°SS Elbow (SR) 90°长半径弯头90°SS Elbow (LR) 高压厚壁弯头Thickness ElbowU型管Return Bend盲法兰Blank Flange弯管Bends翻边stub ends异径接头reducers公称通径nominal diameter外径(mm) outside diameter中心距至端面的距离center to end 理论重量(kg/pcs) approx weight description 类种Standard 标准Design 类型Material 材质双丝头Nipple短节SWAGE NIPPLE内外螺纹活接头Union螺桩studHalf-Coupling单承口管箍Coupling双承口管箍盲板Blind Flangespectacle blind 带双圈的盲板Ecentric 偏心的拆除:dismantle结头(管线的):tie-in插盲板:slip spade盲板:blank接头:fitting加热器:heater金属缠绕垫片(带外环):SW with outside ringHR:热轧on site:manifold:管汇铆钉杆径Rivet shank diameters精密机械用六角螺母Hexagon nuts for fine mechanics--Product grade F栓接结构用大六角头螺栓螺纹长度按GB/T 3106 C级8.8和10.9级Hexagon bolts for high-strength structural bolting with large width across flats(thread lengths according to GB/T 3106)--Product grade C-Property classes 8.8 and 10.9栓接结构用大六角头螺栓短螺纹长度C级8.8和10.9级Hexagon bolts for high-strength structural bolting with large width across flats(short thread length)--Product grade C-Property classes 8.8 and 10.9栓接结构用大六角螺母B级8和10级Hexagon nuts forhigh-strength structural bolting with large width acrossflats--Product grade B-Property classes 8 and 10栓接结构用1型大六角螺母B级10级Hexagon nuts for structural bolting with large width across flatsstyle 1--Product gradeB-Property class 10栓接结构用平垫圈淬火并回火Plain washers for high-strength structural bolting hardened and tempered栓接结构用1型六角螺母热浸镀锌(加大攻丝尺寸) A和B级5、6和8级Hexagon nuts for structural bolting style 1 hot-dip galvanized (oversize tapped)--Product grades A and B-Property classes 56 and 8栓接结构用2型六角螺母热浸镀锌(加大攻丝尺寸)A级9级Hexagon nuts for structural bolting-style 2hot-dipgalvanized(oversize tapped)--Product grade A--Property class 9滑动轴承烧结轴套的尺寸和公差Plain bearings--Sintered bushes--Dimensions and tolerances滑动轴承铜合金轴套Plain bearings--Copper alloy bushes滑动轴承流体动压润滑条件下试验机内和实际应用的滑动轴承疲劳强度Plain bearings--Bearing fatigue--Plain bearings in test rigs and in application under conditions of hydrodynamic lubrication滑动轴承薄壁滑动轴承用金属多层材料Plain bearings--Multilayer materials for thin-walled plain bearings滑动轴承基本符号Plain bearings--Basic symbols滑动轴承应用符号Plain bearings--Applications滑动轴承多层金属滑动轴承结合强度的超声波无损检验Plain bearings--Non-destructive ultrasonic testing of hond for metallic multilayer plain bearings滑动轴承薄壁轴瓦和薄壁轴套的壁厚测量Plainbearings--Measurement of wall thickness of thin-walledhalf-bearings and thin-walled bushes滑动轴承卷制轴套外径的检测Plain bearings--Checking the outside diameter for wrapped bushes钢制压力容器Steel pressure vessels管壳式换热器Tubular heat exchangers管道元件的公称通径Nominal size for pipe components管道元件公称压力Nominal pressure for pipe components压缩空气用橡胶软管(2.5 Mpa 以下) Rubber hose for compressed air (up to 2.5 Mpa)工业通风机用标准化风道进行性能试验Industrialfans--Performance testing using standardized airways船用外螺纹锻钢截止止回阀Marine forged steel male thread stop and check valves铜及铜合金拉制管Drawn tube of copper and copper alloys铜及铜合金毛细管Capillary tube of copper and copper alloys工业蒸汽锅炉参数系列Specifications for industrial steam boiler 液压气动系统及元件公称压力系列Fluid power systems and components--Nominal pressures液压泵及马达公称排量系列Hydraulic fluid power--Pumps and motors -- Geometric displacements液压气动系统及元件缸内径及活塞杆外径Fluid power systems and components--Cylinder bores and piston rod diameters液压气动系统及元件缸活塞行程系列Fluid power systems and components--Cylinders--Basic series of piston strokes液压气动系统及元件活塞杆螺纹型式和尺寸系列Fluid power systems and components--Cylinders--Piston rod thread dimensions and types液压气动系统用硬管外径和软管内径Fluid power systems andcomponents--Connectors and associated components--Outside diameters of tubes and inside diameters of hoses液压传动隔离式蓄能器压力和容积范围、特征量及标识Hydraulicfluid power--Gas-loaded accumulators with separators--Range of pressures and volumescharacteristic quantities and identification可锻铸铁管路连接件 Malleable cast iron pipe fittings灰口铸铁管件 Gray iron castigs for pipe fittings砂型离心铸铁管 Cast-iron pressure pipe centrifugally cast in sand-lined molds连续铸铁管 Cast-iron pressure pipe made by continuous casting process液压气动用O形橡胶密封圈尺寸系列及公差 Fluid systems--Sealingdevices--O-rings--Inside diameters cross-sections tolerances and size identification codeO 形橡胶密封圈外观质量检验标准 Appearance quality acceptance criteria for rubber O-rings液压气动用O形橡胶密封圈沟漕尺寸和设计计算 Fluid powersystems--O-ring--Design criteria for O-ring housing--Basic calculation硬质合金顶锤与压缸 Anvils and high pressure cylinders made from cemented carbideP3型镀锌金属软管 Type p3 galvanized metallic flexible hoseS型钎焊不锈钢金属软管 Type S brazed stainless steel flexible metallic hose钢丝增强液压橡胶软管和软管组合件 Rubber hoses and hose assemblies--Wire reinforced hydraulic type液压系统通用技术条件 Hydraulic fluid power--General rules relating to systems容积式压缩机验收试验 Displacement compressor-Acceptance tests液力传动术语 Hydrodynamic drive terminology气动调节阀 Pneumatic industrial process control valves流体输送用热塑性塑料管材公称外径和公称压力 Thermoplastics pipes for the conveyance of fluids--Nominal outside diameters and nominal pressures化工用硬聚氯乙烯(PVC-U)管材 Unplasticized polyvinyl chloride (PVC-U) pipes for chemical industry铝及铝合金管材外形尺寸及允许偏差 Wrought aluminium and aluminium alloy tubes--Dimensions and deviations铝及铝合金热挤压管第一部分: 无缝圆管 Aluminium and aluminium alloy extruded tubes--Part 1: Seamless tubes缠绕式垫片水压密封性能试验方法 Spiral wound gaskets test method of hydraulic pressure sealing characteristics缠绕式垫片蒸汽密封性能试验方法 Spiral wound gaskets test method of steam sealing characteristics缠绕式垫片分类 Specification and symbol of spiral wound gaskets缠绕式垫片管法兰尺寸系列 Dimensional series of spiral wound gaskets for pipe flanges缠绕式垫片技术条件 Specification of spiral wound gaskets压缩机、凿岩机械与气动工具优先压力 Compressors rock drilling machines and pneumatic tools - Preferred pressures容积式压缩机术语总则 Displacement compressors vocabulary--General压缩机分类 Compressors--Classification容积式压缩机噪声声功率级的测定--工程法 Determination of sound power level for noise emitted by displacement compressors--Engineering method夹紧型真空快卸法兰 Vacuum technology clamped type quick release flange拧紧型真空快卸法兰 Vacuum technology screwed type quick release flange钢质无缝气瓶 Seamless steel gas cylinders钢质焊接气瓶 Welded steel gas cylinders高压锅炉用无缝钢管 Seamless steel tubes and pipes for high pressure boiler橡胶、塑料软管及软管组合件液压试验方法 Rubber and plastics hoses and hose assemblies--Hydrostatic testing橡胶、塑料软管低温曲挠试验 Rubber and plastics hoses--Subambient temperature flexibility tests橡胶或塑料软管及纯胶管弯曲试验 Rubber or plastics hoses andtubing--Bending tests胶管耐压扁试验方法 Rubber hose--Test method for crush resistance橡胶、塑料软管及软管组合件真空性能的测定 Rubber and plastics hoses and hose assemblies--Determination of suction resistance橡胶、塑料软管及软管组合件无屈挠液压脉冲试验 Rubber or plastics hoses and hose assemblies--Hydraulic impulse test without flexing扩口式端直通管接头 Flared type tube fittings--Straight thread connector--Assembly扩口式端直通管接头体 Flared type tube fittings--Straight thread connector--Body扩口式锥螺纹直通管接头 Flared type tube fittings--Maleconnector--Assembly扩口式锥螺纹直通管接头体 Flared type tube fittings--Maleconnector--Body扩口式锥螺纹长管接头 Flared typed tube fittings--Straight taread long connector--Assembly扩口式锥螺纹长管接头体 Flared type tube fittings--Straight thread long connector--Body扩口式直通管接头 Flared type tube fittings--Union--Assembly扩口式直通管接头体 Flared type tube fittings--Union--Body扩口式锥螺纹直角管接头 Flared type tube fittings--Male elbow--Assembly扩口式锥螺纹直角管接头体 Flared type tube fittings--Male elbow--Body扩口式直角管接头 Flared type tube fittings--Union elbow--Assembly扩口式直角管接头体 Flared type tube fittings--Union elbow--Body扩口式可调向端直角管接头 Flared type tube fittings--Straight thread elbow-- Assembly扩口式可调向端直角管接头体 Flared type tube fittings--Straight thread elbow--Body扩口式组合直角管接头 Flared type tube fittings--Swivel elbow--Assembly扩口式组合直角管接头体 Flared type tube fittings--Swivel elbow--Body扩口式可调向端三通管接头 Flared type tube fittings--Straight thread branch tee--Assembly扩口式可调向端三通管接头体 Flared type tube fittings--Straight thread branch tee --Body扩口式组合直角三通管接头 Flared type tube fittings--Swivel runtee--Assembly扩口式组合直角三通管接头体 Flared type tube fittings--Swivel runtee--Body扩口式锥螺纹三通管接头 Flared type tube fittings--Male branchtee--Assembly扩口式锥螺纹三通管接头体 Flared type tube fittings--Male branchtee--Body扩口式变径锥螺纹三通管接头 Flared type tube fittings--Male branch tee reducer-- Assembly扩口式变径锥螺纹三通管接头体 Flared type tube fittings--Male branch tee reducer--Body扩口式可调向端直角三通管接头 Flared type tube fittings--Straight thread run tee-- Assembly扩口式可调向端直角三通管接头体 Flared type tube fittings--Straight thread run tee-- Body扩口式组合三通管接头 Flared type tube fittings--Swivel branchtee--Assembly扩口式组合三通管接头体 Flared typed tube fittings--Swivel branchtee--Body扩口式三通管接头 Flared type tube fittings--Union tee--Assembly扩口式三通管接头体 Flared type tube fittings--Union tee--Boby扩口式三通变径管接头 Flared type tube fittings--Union teereducer--Assembly扩口式三通变径管接头体 Flared type tube fittings--Union teereducer--Body扩口式四通管接头 Flared type tube fittings--Union cross--Assembly扩口式四通管接头体 Flared type tube fittings--Union cross--Body扩口式焊接管接头 Flared type tube fittings--Weld maleconnector--Assembly扩口式焊接管接头体 Flared type tube fittings--Weld male connector--Body扩口式隔壁直通管接头 Flared type tube fittings--Bulkheadunion--Assembly扩口式隔壁直通管接头体 Flared type tube fittings--Bulkhead union--Body扩口式隔壁直角管接头 Flared type tube fittings--Bulkhead unionelbow--Assembly扩口式隔壁直角管接头体 Flared type tube fittings--Bulkhead unionelbow--Body扩口式压力表管接头 Flared type tube fittings--Connector for pressure gauge--Assembly扩口式压力表管接头体 Flared type tube fittings--Connector for pressure gauge--Body扩口式管接头管套 Flared type tube fittings--Sleeve扩口式 A 型管接头螺母 Flared type tube fittings--Style A nut扩口式 B 型管接头螺母 Flared type tube fittings--Style B nut扩口式管接头锁紧螺母 Flared type tube fittings--Locknut扩口式管接头空心螺栓 Flared type tube fittings--Inverted flare bolts扩口式管接头密合垫 Flared type tube fittings--Seat insert扩口式管接头锁紧螺母垫圈 Flared type tube fittings--Back-up washer扩口式管接头技术条件 Specification for flared type tube fittings离心泵技术条件(II类) Technical specifications for centrifugalpumps--Class II离心泵技术条件(Ⅲ类) Technical specifications for centrifugalpumps--Class Ⅲ轴向吸入离心泵底座尺寸和安装尺寸 End-suction centrifugalpumps--baseplate and installation dimensions轴向吸入离心泵机械密封和软填料用的空腔尺寸 End-suction centrifugal pumps--Dimensions of cavities for mechanical seals and for soft packing轴向吸入离心泵 (16 bar) 标记、性能和尺寸 End-suction centrifugalpumps (rating 16 bar)--Designation nominal duty point and dimensions预应力混凝土输水管 (震动挤压工艺) Prestressed vibrohydropressed concrete pipe for water预应力混凝土输水管(管芯缠丝工艺) Core type prestressed concrete pipe for water容积式制冷压缩机性能试验方法 The methods of performance test for positive displacement refrigerant compressors建筑排水用硬聚氯乙烯管材 Unplastisized polyvinyl chloride pipes for drainage in buildings建筑排水用硬聚氯乙烯管件 Unplasticized polyvinyl chloride fittings for drainage in buildings液力偶合器型式和基本参数 Fluid coupling--Types and basic specifications液化石油气钢瓶 Liquefied petroleum gas cylinders液压快换接头尺寸和要求 Hydraulic fluid power--Quick actioncouplings--Dimensions and requirements液压快换接头试验方法 Hydraulic fluid power--Quick actioncouplings--Test methods纤维缠绕压力容器制备和内压试验方法 Method for preparation and internal pressure testing of filament wound pressure vessels真空法兰 Vacuum flanges超高真空法兰结构型式 Ultra-high vacuum flange--Types超高真空法兰尺寸 Ultra-high vacuum flange--Dimensions超高真空法兰用铜密封垫 Ultra-high vacuum flange--Copper seal gaskets长期恒定内压下热塑性塑料管材耐破坏时间的测定方法 Standard test method for time-to-failure of thermoplastic pipe under constant internal pressure柔性机械接口灰口铸铁管 Soft mechanical joint grey cast iron pipe水轮泵名词术语及定义 Terms and definitions of water-turbine pumps水轮泵试验方法 Testing methods of water-turbine pump水轮泵型式与基本参数 Types and basic parameters of water-turbine pump液压缸活塞用带支承环密封沟槽型式、尺寸和公差 Hydraulic fluidpower--Cylinders--Piston seal housings incorporating bearingrings--Dimensions and tolerances液压缸活塞杆用防尘圈沟槽型式、尺寸和公差 Hydraulic fluidpower--Cylinders--Reciprocating--Housings for rod wipers--Dimensions and tolerances热塑性塑料管材纵向回缩率的测定 Thermoplastics pipes-Determination of longitudinal reversion袋式除尘器分类及规格性能表示方法 Classification and specification for bag filters双涡轮液力变矩器主要参数 Basic parameters of double-turbine torque converter消防吸水胶管性能要求和试验方法 Rubber suction hose for fire-fighting purpose performance requirements and test methods离心泵名词术语 Glossary of terms for centrifugal pump容积式压缩机噪声声功率级的测定简易法 Determination of sound power level for noise emitted by displacement compressors--Survey method使用非石油基制动液的道路车辆液压制动系统用制动软管组合件 Brake hose assemblies for hydraulic braking systems of road vehicles used with non-petroleum-base brake fluid使用石油基制动液的道路车辆液压制动系统用制动软管组合件 Brake hose assemblies for hydraulic braking systems of road vehicles used with petroleum-base brake fluid橡胶或塑料软管容积膨胀的测定 Rubber or plastics hoses--Determination of volumetric expansion气瓶颜色标志 Coloured cylinder mark for gases热塑性塑料管材及管件密度的测定第Ⅰ部分: 聚乙烯管材及管件基准密度的测定 Determination of density of thermoplastic pipes and fittings--Part Ⅰ: Determination of reference density of polyethylene pipes and fittings热塑性塑料管材及管件密度的测定第Ⅱ部分: 聚丙烯管材及管件密度的测定Determination of density of thermoplastic pipes and fittings--Part Ⅱ: Determination of density of polypropylene pipes and fittings工业管路的基本识别色和识别符号 Basic identification colours and code indications for industrial pipelines液化石油气瓶阀 Valves for liquefied petroleum gas cylinders橡胶软管术语 Rubber hose--Glossary of terms涡轮分子泵性能测试方法 Methods of measurement of the performance characteristics of tubo-molecular pumps往复活塞压缩机机械振动测量与评价 Measurement and evluation of mechanical vibration of reciprocating piston compressors计量泵 Metering pump机动往复泵试验方法 Method of testing power reciprocating pump往复泵分类和名词术语 Classification and vocabulary for reciprocating pump往复活塞空气压缩机基本参数 Reciprocating piston air compressors--Basic parameters焊接、切割及类似工艺用气瓶减压器 Regulators for gas cylinders used in welding cutting and allied processes气动系统通用技术条件 Pneumatic fluid power--General rules for the application of equipment to transmission and control systems二通插装式液压阀技术条件 Hydraulic fluid power--Two-port slip-in cartridge valves--Cavities--Technical requirements液压元件通用技术条件 Hydraulic fluid power--General rules of technical requirements for hydraulic components液压泵、马达空载排量测定方法 Hydraulic fluid power--Positive displacement pumps andmotors--Determination of derived capacity液压气动用管接头及其附件公称压力系列 Fluid power systems and components--Connectors and associated components--Nominal pressures液压缸及气缸公称压力系列 Fluid power systems andcomponents--Cylinders--Nominal pressures液压软管总成试验方法 Hydraulic fluid power--Hose assemblies--Method of test气动五气口方向控制阀第一部分: 不带电气接头的安装面 Pneumatic fluid power--Five-port directional control valves--Part 1: Mounting interface surfaces without electrical connector气动五气口方向控制阀第二部分带电气接头的安装面 Pneumatic fluid power--Five-port directional control valves--Part 2: Mounting interface surfaces with optional elettrical connector气动五气口方向控制阀第三部分: 功能识别编码体系 Pneumatic fluid power--Five-port directional control valves--Part 3: Code system for communication of valve functions板式液压流量控制阀安装面 Hydraulic fluid power--Compensated flow control valves--Mounting surfaces液压叠加阀安装面 Hydraulic fluid power--Modular stack valves--Mounting surfaces板式联接液压压力控制阀(不包括溢流阀)顺序阀、卸荷阀、节流阀和单向阀安装面 Hydraulic fluid power--Pressure control valves (excluding pressure relief valves ) sequence valves unloading valves throttle valves and check valves--Mounting surfaces板式连接液压溢流阀安装面 Hydraulic fluid power-pressure reliefvalves--Mounting surfaces缸内径8~25mm的单杆气缸安装尺寸 Pneumatic fluid power--Single rod cylinders--Bores from 8 to 25 mm--Mounting dimensions流量控制阀试验方法 Hydraulic fluid power--Valves--Testing method of flow control valves压力控制阀试验方法 Hydraulic fluid power--Valves--Testing method of pressure control valves方向控制阀试验方法 Hydraulic fluid power--Valves--Testing method of directional control valves液压阀压差流量特性试验方法 Hydraulic fluid power--Valves--Method of determining pressure diffrential--Flow characteristics卡箍式柔性管接头技术条件 Specification for flexible coupling of housing卡箍式柔性环型管接头 Flexible coupling of housing for pipe end with rib ring卡箍式柔性肩型管接头 Flexible coupling of housing for pipe end with shoulder液化石油气钢瓶定期检验与评定 Periodic inspection and evaluation of liquefied petroleum gas steel cylinders气瓶专用螺纹 Special threads for gas cylinders气瓶专用螺纹量规 Special thread gauges for gas cylinders气瓶用易熔合金塞 Fusible plug for gas cylinde。

飞机结构类常用英汉词汇

飞机结构类常用英汉词汇

飞机结构类常用英汉词汇飞机结构aircraft structure单翼机monoplane 多翼机multiplane舰载飞机shipplane 雪上飞机ski-plane水上飞机aerohydroplane;seaplane;hydroplane;hydro-airplane 低翼low wing 高翼high wing三角形机翼delta wing前掠的forwardswept 后掠的backswept后掠角sweepback;backward sweep;positive sweep大迎角high incidence机头nose 机头下沉nose heavy机头罩nose fairing 机身fuselage前机身fwd fuselage 中前机身mid-fwd fuselage 中后机身mid-aft fuselage 后机身aft fuselage全机身whole fuselage 机翼wing翼展span;wingspread 翼展方向spanwise半翼展semispan 襟翼flap前缘襟翼leading-edge flap 副翼aileron后缘T.E. (trailing-edge) 后缘襟翼trailing-edge flap 前缘L.E.(leading-edge) 缝翼slat前缘缝翼leading-edge slat 襟副翼flaperon翼尖wingtip 翼梢小翼winglet翼刀wing fence 翼面plane翼片panel 安定面stabilizer水平安定面horizontal stabilizer;tailplane平尾horizontal tail〔wing〕垂直安定面vertical stabilizer 升降舵elevator垂尾vertical tail (wing)尾翼empennage, tail 方向舵yaw rudder;rudder 全动式水平尾翼all-moving horizontal tail机尾罩empennage cover起落架landing gear主起落架main landing gear(MLG)前起落架nose landing gear (NLG)起落架舱门landing gear door起落架轮舱landing gear wheel well动力装置power plant 涡轮turbine涡轮螺浆喷气发动机propjet涡轮冲压式喷气发动机turboramjet涡轮喷气发动机turbojet涡轮发电机turbo-generator涡扇发动机turbofan engine座椅固定卡臂seat fixing clamp arm座椅操纵开关seat control switch座椅导向滑轮seat guide-pulley座椅滑轨seat track短舱nacelle 货舱cargo compartment座舱盖cockpit cover 风挡windshield;windscreen 气密舱pressurized cabin 应急舱门emergency door整流罩fairing 翼箱wing box壁板panel 导流片Jetevator扰流片spoiler增升装置lift augmentation device操纵面control surface作动筒ram;actuating cylinder作动筒支臂jack lever防冰系统de-icing system/Anti-icing system补偿片tab 调整片trimmer辐条spoke 浮筒float;pontoon 整体油箱integral fuel tank 地板floor panel斜梁diagonal spar 龙骨梁keel beam地板梁floor beam 吊挂pylon吊挂前梁pylon front spar 吊挂后梁pylon rear spar 吊挂前缘整流罩pylon leading-edge fairing吊挂后缘整流罩pylon trailing-edge fairing封闭肋closing rib 辅助梁auxiliary spar 暗箱dark slide;dark chamber半硬壳式结构semi-monocoque structure静定结构statically determinant structure静不定结构(非静定结构) non-statically determinant structure梁spar, beam, longeron 腹板web支架bracket 柱column隔框bulkhead, frame 框frame铰链hinge 缘条〔凸缘〕flange, cap盖板cover plate 蒙皮skin化铣蒙皮chemical-milled skin 耳片lug长桁stringer 桁boom;girder 桁板flitch 桁架truss;boom 维护口盖access panel;access door加强板doubler加强肋intercostal;stiffener 接头fitting板〔厚〕plate 薄板sheet条带strap 法兰边flange加劲件stiffener 环ring箍buckle;collar;ferrule箍带;箍圈clamp;clamping ring卡箍keeper;dog;collar;clamp;clip卡盘cartridge;chuck 卡抓clamping pawl 挡块dog;stop block 挡油板scraper plate挡油套oil sealing sleeve 挡油圈oil baffle、安全阀relief valve;safety valve减轻孔lightening hole 工具孔tooling hole销钉孔pin hole 盲孔blind hole安装面fitting surface 安装角setting angle奥氏体austenite 毛坯blank铸件casting 锻件forging锻工blacksmith;smith 棒材bar管材tubing 钣弯件former钣金件sheet metal 箔材foil线材wire 型材section, shape, profile 角材angle 帽型材hat (section)T型材T-section 工字梁I beam盘型件pan 机加件machined part 槽型件channel 挤压型材extruded section 剪切角材shear angle 剪切角片shear clip拉伸角材tension angle机加操作machining operation精加工finish;finishing;smoothing;burnish;refinement粗加工roughing;rough finishing精密加工的precision-machined车工工艺turnery车刀turning tool;lathe tool;gad精车刀finishing tool粗车刀roughing tool;roughing turning tool粗车rapid rough turning;rough turning车床lathe;turning lathe;turning machine;turning mill车工lathe hand;turner车端面face turning 车螺纹thread cutting;threading 车平面facing;face 车丝刀thread tool车外圆surface turning 车削turning车削面turning surface 车锥度taper turning钳clip;tongs;holdfast;clamp;clipper钳工bench hand;bench work钳工车间locksmith’s department铣mill 铣工miller hand;miller铣床milling machine;mill;miller龙门铣床gantry milling machine;planer type milling machine立式铣床vertical milling machine立式钻床upright drilling machine铣键槽keyseat 铣平面face miling铣切深度milling depth刨shave;plane 刨床planer牛头刨shaper 立式牛头刨vertical shaper 龙头刨double housing planer龙门剪床square shears刨式铣床planer type miller 刨刀planer tool刨削plane;planing;gouging磨;磨削grinding 磨工车间grindery磨床grinder;grinding machine磨工grinder 磨工夹具grinding attachment 磨光abrade;tumbling;grind;grinding;polish;shine镗〔孔〕bore;boring 镗床borer;boring machine 精镗precision boring镗刀boring cutter 铰孔ream;reaming铰刀reamer 滚刀hob;hobbing滚齿机hobbing machine 滚花knurling滚丝机thread rolling machine 滚轮roller;rolling wheel滚筒drum;pulley;reel;roll;roller滚铣hob 滚铣法〔齿轮的〕generating滚压rolling pressing 滚圆rolling circle滚轧roll 退刀纹ran-out锻forge;hammering 精锻件precision forging 自由锻件hand forging 模锻件molded forging 坯锻billet铆接riveting焊接welding 胶接adhesive bonding 螺接bolting 拼接splice, splicing对接butt splice 搭接overlap splice锪平spotfacing 埋头窝countersink钻孔drilling 铰孔reaming填角fillet 倒角chamfer镗孔boring 扩孔counter boring补钻孔counter drilling 螺栓头bolt head铆钉头rivet head 镦头upset head螺纹thread 外螺纹external thread公制metric system 公制螺纹metric thread公制锥度;公制退拔metric taper最小壁厚minimum wall thickness 加强槽beads内圆角半径fillet radii 弯曲半径bending radii弯曲线bending line 弯曲角bending angle下陷joggle 滚制波纹beading成形forming 锉/锉刀file大螺帽扳手dwang 方头扳手square spanner活动扳手adjustable spanner 活口扳手shifting spanner开口扳手open end spanner 开锁扳手unlocking spanner 套筒扳手box spanner;socket spanner刮刀adz;knife;scraper;scraping cutter;slicker刮孔口刀spot faceplate 厚薄规feeler弧形尺circular scale 虎钳jaw;pliers;vice〔vise〕尖头钳pointed pliers 卡钳calipers开口钳open mouth tongs 卡规templet卡尺calipers;sliding caliper;caliper rule划窝钻counter sink drill 环孔钻annular auger定心钻spotter 麻花钻头twist drill拉伸tension 拉伸应力tensile stress压缩compression 压缩应力compression stress 剪切shear 剪切应力shear stress弯曲bending 弯矩bending moment扭转torsion 扭矩torque纵向的longitudinal 横向的transverse, lateral铆钉rivet 抽芯铆钉cherry rivet无头铆钉slug 实心铆钉solid rivet销pin 开口销cotter pin关节销clevis pin 关节销钉knee pin安装销sheer pin;installation pin,locating pin方销square cotter 搭接线jumper搭铁线Ground connection环槽钉lock bolt螺栓bolt 锥形螺栓taper-lok, tapered bolt 高锁螺栓Hi-Lock 钉套collar拉紧螺栓fastening bolt 带孔螺栓eye bolt垫圈washer 衬套bushing环形垫圈cupwasher 垫片filler, spacer薄垫片shim 盖筒cup螺钉screw 定位螺钉fixing screw封口螺钉cap screw 定位销钉tommy;dowel螺桩stud 道钉spike螺帽;螺母nut 盖螺帽cap nut托板螺母nut plate 带条螺母nut channel桶形螺母barrel nut 环形螺帽ring nut后挡螺盖end plate 后挡螺盖锁扣end plate latch后挡螺盖止动器end plate stop后挡螺盖止动缺口brake notch of end plate后顶针座tailstock 后盖rear end cover齿轮gear 后齿轮rear gear;backgear 轴承bearing 滚动轴承rolling bearing滚珠轴承ball bearing 滚针needle滚针轴承needle bearing 滑动轴承sliding bearing径向止推滚珠轴承radial thrust-ball bearing空气轴承compressed-air bearing滚珠槽ball slot 滚柱roller滚柱轴承roller bearing键dowel;jaw花键spline 滑键feather簧杆spring bar 簧片anchor螺纹抽钉rivnut, blind nut带套环的螺纹抽钉flushlok bolt盲紧固件blind fastener金属metal 金属的metallic非金属nonmetal 非金属的nonmetallic合金alloy高温合金superalloy 镁合金magnesium alloy铝合金aluminum alloy 钛合金titanium alloy 合金钢alloy steel 碳钢carbon steel结构钢structural steel 不锈钢stainless steel沉淀硬化不锈钢precipitation-hardening stainless steel超高强度钢super-high-strength steel耐腐蚀钢corrosion resistant steel复合材料composite (material)先进复合材料advanced composite蜂窝honeycomb蜂窝夹芯honeycomb andwich蜂窝夹芯结构honeycomb sandwich structure包铝层Al clad 包铝薄板Al clad sheet热处理heat treatment退火anneal 退火处理annealing淬火quench/harden;temper 淬火处理quenching分级淬火step quench;stepped quenching淬冷quenched 正火normalizing 回火temper回火处理tempering 奥氏回火Austempering时效aging 人工时效artificial aging 自然时效natural aging渗氮azotize;nitriding 脱氮denitrogenation渗碳carburete;carburetion;cementation;carburizing;carburization过烧over-burning氢脆hydrogen attack;hydrogen embrittlementt外表光饰surface finish抛光polish外表光洁度finish外表粗糙度surface roughness外表处理surface treatment涂层coating喷丸shot peen;shot blas镀铬chromium plate化学铣切chemical milling阳极氧化anodize铬酸阳极氧化chromic acid anodize硬质阳极氧化hard anodize硫酸阳极氧化sulfuric acid anodize阳极氧化处理anodize treatment, anodizing化学工艺和外表处理chemical processes & finishes检测inspection无损探伤non-destructive inspectionX射线检验inspection by x-ray;radioscopy超声波探伤ultrasonic inspection磁力探伤magnetic inspection着色检查penetrant inspection公差tolerance 偏差deviation线性公差linear tolerance 角度公差angular tolerance 配合公差tolerance to fit 配合fit干预配合interference fit 间隙配合clearance fit松配合loose fit 紧配合tight fit径向跳动量〔整流子〕radial beats基准线datum line, reference line机身基准平面fuselage reference plane机身对称中心线fuselage symmetrical center line站线station line 站位station竖线buttock line 水线water line斜角bevel硬度hardness 韧性toughness 断裂韧性fracture toughness 磨损abrasion疲劳fatigue挤压强度bearing strength抗剪强度shearing strength;resistance to shearing抗拉强度resistance to tension;tensile strength抗压强度compressive strength;resistance to compression 抗弯强度resistance to bending抗疲劳强度fatigue resistance声疲劳acoustic fatigue标准工艺装备master tools 工装协调tool coordination 模线lofting 样板template型架jig 协调coordination互换性Interchangeability;duplicity靠模template;explorator;profile二维图样2D drawing三维数模3D mathematical model数学模型mathematical model数字化样机digital mockup〔DMU〕数字化预装配digital pre-assembly(DPA)风洞channel 风洞【空】tunnel风洞试验wind tunnel test;blasting风洞试验室tunnel laboratory 升力系数lift coefficient失速stall;stalling动平衡dynamic equilibrium 包络线envelope试飞test flight;test hop 安全系数factor of safety 海拔高度sea level elevation 额定升限rated ceiling理论升限absolute ceiling;theoretical ceiling实际升限operating ceiling;service ceiling额定工作状态rated operation 额定状态rated state加力状态after burning rating 抖振buffet;buffeting 飞行特技aerobatics;aerobation复原动作homing action巡航速度cruising speed分速度component of velocity分频器frequency divider 干扰箔条chaff 外表放电surface discharge 电致伸缩〔反压电效应〕Electrostriction压电效应piezoelectricity 光电效应photoeffect工时Man-hour斜梁diagonal spar 龙骨梁keel beam地板梁floor beam 座椅滑轨seat track吊挂前梁pylon front spar 吊挂后梁pylon rear spar 封闭肋closing rib 辅助梁auxiliary spar 吊挂前缘整流罩pylon leading-edge fairing吊挂后缘整流罩pylon trailing-edge fairing半硬壳式结构semi-monocoque structure静定结构statically determinant structure静不定结构(非静定结构) non-statically determinant structure梁spar, beam, longeron 腹板web框frame 支架bracket 铰链hinge 缘条〔凸缘〕flange, cap 盖板cover 蒙皮skin化铣蒙皮chemical-milled skin 耳片lug长桁stringer 维护口盖access panel, access door 加强板doubler 加强肋intercostals隔框bulkhead, frame 型架jig〔厚〕板plate 薄板sheet条带strap 法兰边flange接头fitting 柱column加劲件stiffener 环ring减轻孔lightening hole 工具孔tooling hole 销钉孔pin hole 盲孔blind hole 毛坯blank 铸件casting锻件forging 棒材bar管材tubing 钣弯件former 钣金件sheet metal 箔材foil线材wire 型材section, shape, profile角材angle 帽型材hat (section) T型材T-section 工字梁I beam盘型件pan 机加件machined part 槽型件channel 挤压型材extruded section 剪切角材shear angle 剪切角片shear clip 拉伸角材tension angle机加操作machining operation 铆接riveting焊接welding 胶接adhesive bonding 螺接bolting 拼接splice, splicing 对接butt splice 搭接overlap splice 拉伸tension 拉伸应力tensile stress压缩compression 压缩应力compression stress剪切shear 剪切应力shear stress弯曲bending 弯矩bending moment扭转torsion 扭矩torque纵向的longitudinal 横向的transverse, lateral螺栓bolt 锥形螺栓taper-lok, tapered bolt 高锁螺栓Hi-Lok 螺桩stud螺钉screw 钉套collar轴承bearing 衬套bushing垫圈washer 垫片filler, spacer薄垫片shim 螺纹抽钉rivnut, blind nut销pin 开口销cotter pin铆钉rivet 抽芯铆钉cherry rivet无头铆钉slug 实心铆钉solid rivet环槽钉lock bolt 托板螺母nut plate盲紧固件blind fastener 带套环的螺纹抽钉flushlok bolt复合材料composite (material)先进复合材料advanced composite蜂窝honeycomb 蜂窝夹芯honeycomb sandwich 蜂窝夹芯结构honeycomb sandwich structure包铝层alclad 包铝薄板alclad sheet 合金alloy 合金钢alloy steel 碳钢carbon steel 结构钢structural steel 超高强度钢super-high-strength steel耐腐蚀钢corrosion resistant steel 不锈钢stainless steel 沉淀硬化不锈钢precipitation-hardening stainless steel高温合金superalloys 镁合金magnesium alloy铝合金aluminum alloy 钛合金titanium alloy金属metal 金属的metallic非金属nonmetal 非金属的nonmetallic 热处理heat treatment 外表处理surface treatment 外表光饰surface finish 镀铬chromium plate 退火anneal 退火处理annealing淬火quench 淬火处理quenching回火temper 回火处理tempering阳极氧化anodize铬酸阳极氧化chromic acid anodize硬质阳极氧化hard anodize硫酸阳极氧化sulfuric acid anodize阳极氧化处理anodize treatment, anodizing化学工艺和外表处理chemical processes & finishes涂层coating无损探伤non-destructive inspection 超声波探伤ultrasonic inspection磁力探伤magnetic inspection着色检查penetrant inspection化学铣切chemical milling精锻件precision forging 自由锻件hand forging 模锻件molded forging填角fillet 倒角chamfer 锪平spotfacing 埋头窝countersink 钻孔drilling 铰孔reaming 镗孔boring 扩孔counterboring 补钻孔counterdrilling 螺栓头bolt head铆钉头rivet head 镦头upset head成形forming螺纹thread 外螺纹external thread 最小壁厚minimum wall thickness 加强槽beads内圆角半径fillet radii 弯曲半径bending radii 弯曲线bending line 弯曲角bending angle 下陷joggle 滚制波纹beading公差tolerance 偏差deviation线性公差linear tolerance 角度公差angular tolerance 配合fit 干预配合interference fit 间隙配合clearance fit 紧配合tight fit松配合loose fit 外表粗糙度surface roughness 基准线datum line, reference line机身基准平面fuselage reference plane机身对称中心线fuselage symmetrical center line站线station line 站位station竖线buttock line 水线water line斜角bevel 挤压强度bearing strength 硬度hardness 韧性toughness断裂韧性fracture toughness 磨损abrasion疲劳fatigue 声疲劳acoustic fatigue 标准工艺装备master tools 工装协调tool coordination模线lofting 数学模型mathematical model三维数模3D mathematical model二维图样2D drawing数字化样机digital mockup〔DMU〕数字化预装配digital pre-assembly(DPA)样板template。

航空维修相关中英文对照

航空维修相关中英文对照
手册
AMMAircraft Maintenance Manual飞机维护手册飞机制造商按照各机型编写的维修手册,是航空公司编写自己工卡的重要依据。
CMMComponent Maintenance Manual部件维修手册飞机制造商按照各机型编写的部件维修手册。
EMMEngine Maintenance Manual发动机维修手册
MMELMaster Minimum Equipment List主最低设备清单MMEL是由航空器制造国的民航当局、适航机构制订的,用于指导航空器用户、航空公司具体编写MEL的纲领性文件,它规定了该型号飞机允许带有哪些不工作的仪表和设备放行,并对工作仪表设备的最低放行数量以及保留故障放行的限制条款作出了原则上的要求。
ATAAir Transport Association of America美国航空运输协会
CAACGeneral Administration of Civil Aviation of China中国民用航空总局
EASAEuropean Aviation Safety Agency欧州航空安全局
EM工程部负责各种手册资料的管理,工程文件的颁发及监控。
PM维修部负责维修计划及工程文件的执行。
MM航材部负责航空公司正常运营所需的航材保障。
其他
ALIAirworthiness Limitation Item适航限定项目通常与CMR一起作为MRBR的附件,是航空公司制定维修计划的基础之一。
MROMaintenance Repair Overhaul/Maintenance Repair Operation
FAAFederal Aviation dministration美国联邦适航当局
ISCIndustry Steering Committee工业指导委员会由航空器、发动机、螺旋桨、设备制造人及航空运营人的代表组成。其任务是研究并制定MRBR建议书的政策和程序手册(PPH)、指导工作小组(WG)的工作,准备MRBR建议书。它受由航空器制造人和航空运营人推荐产生的ISC主席领导。
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Non-destructive detection of fatigue damage in thickcomposites by pulse-echo ultrasonicsA.P.Mouritz*,C.Townsend,M.Z.Shah KhanDefence Science and Technology Organisation,Aeronautical and Maritime Research Laboratory,PO Box 4331,Melbourne,Victoria,Australia 3001Received 14December 1998;received in revised form 29June 1999;accepted 22July 1999AbstractThe non-destructive evaluation (NDE)of fatigue damage in thick polymer composites used in large ships is examined by the use of low-frequency pulse-echo ultrasonics.The initiation and growth of fatigue-induced damage was monitored with ultrasonics during cyclic ¯exural loading of glass-®bre-reinforced polymer (GRP)composites between 7mm and 38mm thick.Fatigue loading the GRP to high stresses (above 50%of the static failure stress)induced extensive damage that consisted of debonding of the surface glass ®bre tows together with a complex array of cracks and delaminations within the composite,and this damage was easily detected by means of ultrasonics.Cyclic loading the composite to relatively low fatigue stresses (below 50%of the failure stress)caused much less damage.Short cracks developed within the resin-rich regions between the glass ®bre plies and within the ®bres tows,and this damage was just detectable by using ultrasonics.The cracks induced by low-stress fatigue were di cult to detect because they mostly grew parallel to the transmission path of the ultrasound waves.The ability to detect damage induced by either low or high fatigue stresses improved with increasing thickness of the GRP.The implications from this study for the NDE of fatigue-induced damage in thick composite ships by the use of pulse-echo ultrasonics is discussed.#2000Elsevier Science Ltd.All rights reserved.Keywords:A.Polymer-matrix composites;B.Fatigue;D.Non-destructive testing;D.Ultrasonics1.IntroductionGlass-®bre-reinforced polymer (GRP)composites are often used in maritime vessels such as yachts,lifeboats,®shing trawlers,patrol boats and naval minehunting ships [1].The appeal of GRP composites over more traditional maritime construction materials (such as steel and aluminium alloy)is their light-weight,good fatigue performance,excellent corrosion resistance in sea-water,and low through-life maintenance costs.However,GRP composites generally have low sti ness which means that large composite ships must have hulls much thicker than those in metallic ships.The hull thickness is typically a few millimeters for small sail-boats,between 5and 10mm for ®shing trawlers and patrol boats,and above 20mm for naval ships.One example of an extremely thick composite ship is the Gatea minehunter,which is operated by the Italian,UnitedStates,Malaysian,Nigerian and Australian navies (Fig.1).The superstructure of the minehunter varies in thick-ness between 6and 20mm while the thickness of the hull varies from about 50to over 200mm.Ships made out of composite material are expected to operate for 20±50years without any major structural re®ts.As a result,their endurance and safety is depen-dent on the long-term fatigue performance of the GRP.The fatigue resistance of GRP composites used in ships is generally good,although fatigue damage can develop in highly stressed regions by the repeated action of waves slamming against the hull and by the hogging-sagging bending motion along the vessel in heavy seas.This motion can pose a serious safety problem because most fatigue failures on composite ships do not usually display early signs of visible damage.Therefore,it is important for ship operators to undertake regular non-destructive inspections for fatigue damage.A range of non-destructive evaluation (NDE)techni-ques can be used on GRP composites,including tap testing,mechanical impedance,thermography,laser shearogaphy,and X-ray radiography [2±5].However,0266-3538/00/$-see front matter #2000Elsevier Science Ltd.All rights reserved.P I I:S 0266-3538(99)00094-9Composites Science and Technology 60(2000)23±32*Corresponding author.Tel.:+61-396268276;fax:+61-396268999.E-mail address:adrian.mouritz@.au (A.P.Mouritz).very few techniques are suitable for inspecting ships at sea or in a dockyard,and arguably the most popular is pulse-echo ultrasonics.The popularity of pulse-echo ultrasonics is due to a number of practical features of the technique,such as its safety and reliability,access to only one side of a ship structure (e.g.bulkhead,deck)is needed to make an inspection,and the ultrasonic instrumentation is portable.Despite these advantages,the ultrasonics method is normally only applied to detect fatigue damage in car-bon-®bre-reinforced epoxy (CFRP)composites used in aircraft structures that are less than several millimetres thick.Because aircraft composites are much thinner than the GRP used in ships they are usually easier to inspect using ultrasonics.Williams and Doll [6],Shoup et al.[7],and Schuster and Friedrich [8]were unable to detect fatigue damage in thin CFRP composites with through-transmission ultrasonics.Under certain fatigue conditions,however,Williams et al.[9],Bader and Boniface [10],Kellas et al.[11],Nayeb-Hashemi et al.[12],and Scarponi and Briotti [13]all successfully detected the initiation and spread of fatigue cracks in CFRP composites with through-transmission ultra-sonics.This technique was able to detect small delami-nation cracks induced by fatigue loading,but only when the cracks grew in the direction transverse to the trans-mission path of the ultrasound waves.Other types of fatigue damage were more di cult to detect,such as®bre splitting [11]or cracks parallel to the transmission path of the ultrasound waves [10].It is worth noting that Kasap et al.[14]and Forsyth et al.[15]were able to detect by ultrasonics the debonding of ®bres from the resin matrix as well as resin cracks in composites fati-gued by thermal cycling rather than stress cycling.While certain types of fatigue damage (e.g.delamina-tions,®bre debonding)can be detected in aerospace composites that are less than several millimetres thick by the use of through-transmission ultrasonics,little is known about the detection of fatigue damage in much thicker GRP composites with pulse-echo ultrasonics.Tsushima and Ono [16]recently reported that with the use of pulse-echo ultrasonics it was possible to monitor the initiation and growth of damage in marine-grade GRP composites generated by zero-to-tension fatigue loading.The composites were between 4.5and 5.8mm thick,which is about the hull thickness in racing yachts and small boats.Tsushima and Ono [16]monitored a steady increase in the attenuation of the ultrasonic signal with the number of fatigue cycles due to an increasing number of fatigue cracks being initiated within the resin matrix.Apart from this work,there have been no pub-lished studies of the NDE of fatigue induced damage in thick composites by the use of pulse-echo ultrasonics.The aim of this paper is to determine the use of pulse-echo ultrasonics for detecting the initiation and growth of fatigue induced damage in thick GRP composite.The composite was similar to that used in many large compo-site ships,and was the same as that used in the hull of the Gatea minehunter.The GRP composite,which varied in thickness from 7to 38mm,was fatigue tested over a range of ¯exural stress levels under four-point-bend cyclic load-ing.The ¯exural fatigue loading was used to induce damage similar to the fatigue damage that can occur in composite ships by the repeated action of waves slamming against the hull or by the hogging-sagging bending motion along the vessel.The research ®ndings will be used to determine whether ultrasonics is a useful NDE technique for the detection of fatigue induced damage in the Gatea minehunter,which in this paper is taken as a typical example of an extremely thick composite ship.2.Materials and experimental techniques 2.1.MaterialsThe GRP composite was made from E-glass woven fabric and an isophthalic polyester resin.The fabric (known commercially as DF1400Woven Roving)was woven by Colan Industries with plain roving tows in the warp direction and spun roving tows in the weft direc-tion.The fractions of glass in the warp and weft direc-tions was 0.36and 0.64,respectively,and the areal density of the fabric was 1.35kg/m 2.The compositewasFig.1.HMAS Huon operated by the Royal Australian Navy.This ship is similar to the Gatea minehunter,and is made from thick GRP composite.24 A.P.Mouritz et al./Composites Science and Technology 60(2000)23±32laminated by wet hand lay-up,which is the process most often used in ship construction,and the resin matrix was cold-cured under ambient conditions ($20 C,55%relative humidity).The resin and void contents of the cured composite were 43.4 1.2%and $3%,respec-tively,which are typical values for a marine-grade posite specimens were laminated into long slender beams with average thicknesses of 7,16,27or 38mm for fatigue testing,and with the warp ®bres aligned along the beams.It is important to note that the glass fabric had an unusually coarse weave that caused the composite surface to be rough.The peak-to-valley height of the surface contours was typically about 1.5mm.A second type of composite specimen was used to determine the minimum delamination size that can be detected in thick GRP composite using ultrasonics.These specimens were made containing a series of steps,where the thickness of the steps increased in increments of about 25mm from 25mm up to maximum of 150mm,as shown in Fig.2.During lamination of these specimens,a single rectangular strip of 0.1mm thick Te¯on ®lm was inserted between two plies about 10mm from the bottom to arti®cially replicate a thin delami-nation buried at increasing depths beneath the surface of the steps.Specimens were made containing either a 2,5,10,25,50or 150mm wide strip of the ®lm that ran the length of the block.2.2.Fatigue testingFig.3illustrates the layout of the four-point ¯exural test used to fatigue the composite beams.The specimen dimensions together with the load span (S )and support span (L )lengths are given in Table 1.These values were used in accordance to ASTM D790M [17]for the static ¯exural testing of polymer composites under quarter-point loading at a support span-to-thickness ratio of 32-to-1.The only deviation from the ASTM standard was that the specimens were 40mm wide,rather than being the recommended width of 25mm.Wider specimens were needed to allow adequate area for the ultrasonic probe (which has a diameter of 25mm).The specimens were fatigued in displacement control with a sine wave load pro®le at a frequency of 0.1Hz.This low frequency was used to ensure the fatigue machine had adequate time to reach the maximum displacement (which in some tests exceeded 30mm).As a consequence it was not practical to fatigue the specimens to failure,which in some tests would exceed 1,000,000cycles,and therefore the tests were terminated at 20,000cycles.Fig.2.(a)Dimensions and (b)ultrasonic inspection of a GRP step-shaped specimen containing an arti®cial delamination created by Te¯on ®lm.The ®lm extended along the entire length of thespecimen.Fig.3.Diagrams of the four-point ¯exural fatigue test when the speci-men was ultrasonically inspected in the (a)unloaded and (b)loaded states.Table 1Specimen dimensions,load spans and support spans used in the ¯ex-ural fatigue testing Specimen thickness (mm)Specimen length (mm)Load span (S )(mm)Support span (L )(mm)8307128256167102605202710404238463814405501100A.P.Mouritz et al./Composites Science and Technology 60(2000)23±32252.3.Ultrasonic testingThe step-shaped and fatigue specimens were inspected using a Krautkra mer-Branson USD15(Version 4.00.02)ultrasonic dialog ¯aw detector and a Panametrics 0.5MHz transducer probe with a 25mm diameter (which are shown in Fig.2b).A 10mm thick rubber block was attached to the probe surface to provide better impedance matching with the composite and to provide a time delay to ensure the pulse-echo signal was not masked by the initial pulse signal.The ultrasonic instrumentation was operated at a capacitance of 2000pF and damping of 500 in the time-of-¯ight mode.The average speed of sound for longitudinal waves through the GRP was measured at nearly 3000ms À1,but this speed varied by $5%pre-sumably due to variations in the glass and void contents.The A-scan records were transferred from the ultrasonic unit to a computer using Krautkra mer ULTRADOC software to keep a permanent record of the measurements.The fatigue tests were interrupted at regular intervals to monitor the development and growth of damage.Fig.3shows the location where the ultrasonic probe was placed on the specimen during fatigue testing.Two types of ultrasonic inspections were performed:(1)all of the specimens were inspected in the unloaded condition (Fig.3a)and (2)the 16,27and 38mm thick specimens were also inspected while held at the peak fatigue stress (Fig.3b).Inspections were performed while the specimens were loaded because it is expected that any fatigue cracks will open,and thereby make them more detectable.3.Results and discussion3.1.Detection of low-stress fatigue damageThe growth of fatigue damage in the GRP composite was monitored during the fatigue test by an increase in gain of the ultrasound signal using A-scan records.Examples of A-scans for a 16mm thick specimen taken at the start,near the middle,and at the end of a fatigue test are shown in Fig.4.The A-scans are characterised by a cluster of three large peaks at a depth of about 15to 18mm,and these signify the re¯ection of ultrasound waves from the back-surface of the specimen 1.Fig.4shows that at the start of this fatigue test the amount of gain needed to bring the pulse-echo signal to 80%full-screen height was 63dB (Fig.4a),and this rose to 65dB after 11,600cycles (Fig.4b),and reached 67.5dB after20,000cycles (Fig.4c).The A-scan records were usually consistent when taken at di erent locations along the specimen between the two load points,with the scatter in the gain values rarely exceeding 1dB.The change in gain with number of load cycles for the 16mm thick GRP tested at a relatively lownormalisedFig.4.A-scans of a 16mm thick specimen tested at a low normalised fatigue stress ('f a'0 0X 36)for (a)0,(b)11,600and (c)20,000cycles.The gain level to bring the peak to 80%of full-scale height is shown in the top right corner of the A-scans.1The re¯ection of ultrasound waves in a polymer composite is usually observed in an A-scan as a single peak rather than a cluster of peaks.However,the rough back surface of the GFRP,with a average peak-to-valley height of 1.5mm,caused di erences in the time-of-¯ight of the ultrasound waves when re¯ected from the peaks and valleys at the back-surface of the specimen resulting in multiple pulse-echo signals in the A-scans.26 A.P.Mouritz et al./Composites Science and Technology 60(2000)23±32fatigue stress ('f a'0=0.36)is shown in Fig.5.In this study the normalised fatigue stress is de®ned as the maximum ¯exural fatigue stress in the outer layers of the laminate ('f )divided by the maximum ¯exural strength of the outer layers of the composite ('0),which is 230MPa.In this ®gure the gain was measured when the specimen was unloaded and when held at the peak fatigue stress.The gain increased slightly with the ®rst 1000±5000cycles and then remained reasonably con-stant for the unloaded condition and increased gradu-ally for the loaded condition over the remainder of the fatigue test.These trends were observed for GRP speci-mens with the four di erent thicknesses when tested at any normalised fatigue stress below 0.5.It was found,however,that the increase in gain caused by fatigue was dependent on the thickness of the GRP composite.For example,Fig.6shows that after testing at 'f a'0=0.36for 20,000cycles there is a general increase in gain with thickness.This indicates that fatigue damage can be more easily detected in thicker composites,and when the composites are under load.After being tested for 20,000cycles at normalised fatigue stresses ('f a'0)below 0.5,the GRP composite was examined using scanning electron microscopy (SEM)to identify the damage responsible for the small increase in gain.The only fatigue damage observed was a low density of short cracks that grew in the through-thickness direction (ie.normal to the surface).These cracks grew in the same direction as the transmission path of the ultrasound waves,as shown in Fig.7.These cracks only occurred towards the back surface oftheFig.5.E ect of number of cycles on the increase in gain for a 16mm thick specimen tested at a low normalised fatigue stress ('f a'0 0X36).Fig.6.E ect of thickness on the change in gain after the composite was tested at a low normalised fatigue stress ('f a'0 0X 36)for 20,000cycles.The gain values shown are an average of the values measured over the course of the fatigue tests.The error bars represent one stan-dard deviation.A.P.Mouritz et al./Composites Science and Technology 60(2000)23±3227specimen,which was subject to a tensile stress under ¯exural loading.Other studies [10]have shown it is not possible to detect fatigue cracks that run parallel to the transmission direction of ultrasound waves.Therefore these cracks in the GRP would not be expected to increase the gain.However,some cracks grew from the resin-rich regions between the plies into ®breglass tows where they were forced to weave a tortuous path around the ®bres.As the cracks weaved around individual ®bres they were de¯ected from the through-thickness direction for short distances (typically less than 50m m).These are the only regions along the crack length that intersect the ultrasound wave path,and could be the cause for the slight increase in gain.3.2.Detection of high-stress fatigue damageRaising the normalised fatigue stress ('f a'0)above 0.5resulted in more substantial changes to the gain level than reported earlier.For example,Fig.8shows A-scans for a 16mm thick composite fatigued at 'f a'0=0.72for 0,9000and 20,000cycles.The gain increased from 65dB (Fig.8a)to 81dB (Fig.8b)after the ®rst 9000cycles,but further testing to 20,000cycles caused the gain to decline to 75.5dB (Fig.8c).This decline in gain was accompanied by a shift in the depth at which the ultrasonic signal is re¯ected from $16to $15mm.The e ect of the number of fatigue cycles on the gain level for this specimen is shown more clearly in Fig.9.The gain initially increased rapidly until $9000cycles,but then further fatigue loading caused a reduction in gain from the peak value.This trend was observed whenever the com-posite was tested at a normalised fatigue stress ('f a'0)above 0.5.Examination of the composite using SEM revealed after testing at normalised fatigue stresses ('f a'0)above 0.5the fatigue damage was much more extensive and complex than the damage that occurred when 'f a'0`0X 5.Soon after the start of the fatigue test thewarp tows along the top surface partially debonded from the underlying composite because of the high compressive stress generated in the outer layers by ¯ex-ural loading.The tows debonded in shortsegmentsFig.7.Low-stress fatigue cracking in the GRP tested at a low normal-ised fatigue stress ('f a'0 0X 36)for 20,000cycles.The arrow shows the transmission direction of the ultrasoundwaves.Fig.8.A-scans for a 16mm thick specimen tested at a high normalised fatigue stress ('f a'0 0X 72)for (a)0,(b)9000and (c)20,000cycles.28 A.P.Mouritz et al./Composites Science and Technology 60(2000)23±32between the warp/weft tow cross-over points,and the surface density of these failures increased steadily over the duration of the fatigue test.This damage is expected to have contributed to the steady rise in the gain during the ®rst 9000cycles of the test because the ultrasound waves would be scattered at the debonds.In addition to this damage,the composite contained a high density of cracks that extended in the through-thickness direction,and these were similar to the crack shown in Fig.7.A high number of through-thickness cracks were forced to weave between the ®bres within the tows,and this would have contributed to the increase in gain.Cracks also grew in directions other than the through-thickness direction,as shown in Fig.10a,and these would cause a greater attenuation of the ultrasound waves than the cracks that grew in the through-thickness direction.Where many of the resin cracks intersected a warp ®bre tow,they grew along the tow/matrix interface to create a small delamination that resulted in yet further increa-ses in the gain level of the ultrasound signal (Fig.10b).Delaminations were observed to grow in length during the fatigue test,and after 9100cycles caused the back surface ply to detach from the tensile-side of specimen.This ply detachment is observed in the A-scans (Fig.8)Fig.10.High stress fatigue damage in the GRP tested at a high normalised fatigue stress ('f a'0 0X 72).The arrow shows the transmission direction of the ultrasoundwaves.Fig.9.E ect of number of cycles on the increase in gain for a 16mm thick specimen tested at a high normalised fatigue stress ('f a'0 0X 72).A.P.Mouritz et al./Composites Science and Technology 60(2000)23±3229by a reduction in the apparent thickness of1±2mm after 9000cycles.The gain level falls from the peak value at 9000cycles because the ply detachment has reduced the beam-path length that reduces the attenuation.Fig.11shows the e ect of normalised fatigue stress on the gain after20,000cycles.In this®gure a compar-ison is made between the gain values for unloaded and loaded specimens.The gain values were on average1±2 dB higher when the fatigued composite was inspected under load.The curves show two fatigue regimes:.At low normalised stresses('f a'0`0X5)the gain rises slowly due to a gradual increase in the num-ber of fatigue cracks that are parallel to the trans-mission path of the ultrasound waves.It is only when the cracks are forced to weave between the ®bres that some scattering of the ultrasound waves is likely to occur(Fig.7)..At high normalised stresses('f a'0b0X5)the gain rises more rapidly because of the increasing num-ber and length of debonded surface tows,cracks, and short delaminations(Fig.10).However,the delaminations cause a slight reduction in the peak gain level when they grow large enough to cause ply debonding.3.3.Detection of fatigue damage in composite ships The detection of fatigue damage in the thick GRP specimens using pulse-echo ultrasonics indicates that this method may be useful in the inspection of compo-site ships for fatigue cracks.However,large ships such as the Gatea minehunters are between$160and200 mm thick along the keel,which is much thicker than the fatigue specimens studied here.While it was found that the detection of fatigue damage using pulse-echo ultra-sonics improved with the thickness of the GRP up to38 mm(Fig.6),this does not prove that fatigue damage can be detected in the thickest regions in the mine-hunter.This can only be proven by ultrasonically inspecting$200mm thick composite specimens con-taining fatigue damage.It was not possible to fatigue 200mm thick specimens using the four-point test equipment because of the need for an extremely long load span(3.2m)and support span(6.4m).One technique to determine whether high stress fati-gue damage in extremely thick composites can be detected using pulse-echo ultrasonics was to inspect for delaminations buried deep within the step-shaped spe-cimens.These delaminations,which were arti®cially created by Te¯on®lm,were similar to those formedbyFig.11.E ect of normalised fatigue stress on the increase in gain after20,000cycles.The gain was measured when the specimens were(a)unloaded and(b)loaded at the peak fatigue stress.30 A.P.Mouritz et al./Composites Science and Technology60(2000)23±32high stress fatigue.(It was not possible,however,to fabricate these specimens containing other types of fati-gue damage,namely the low stress and high stress resin cracks shown in Figs.7&10a,respectively.)The ability to detect a delamination buried at increasing depths below the surface using the ultrasonics method is shown in Fig.12.In this ®gure the open points represent where a delamination can not be detected whereas the closed points signify where the delamination is detectable.The minimum delamination size that can be detected increased gradually the deeper it was buried beneath the surface.This ®gure indicates that delaminations caused by high stress fatigue which grow larger than about 10mm may possibly be detectable in the minehunter hull.It is important to note,however,that the minimum detect-able size will be determined by a number of factors that were not investigated in this study,such as the delami-nation shape and the presence of other types of fatigue induced damage (e.g.resin cracks,tow debonding).A problem commonly encountered during the ultra-sonic inspection of thick composite structures,such as minehunter ships,is that their ultrasound properties vary due to variations in resin and void contents.Smith [1]reports that the amount of woven ®breglass used in marine vessels usually varies from 45to 55%while the porosity varies between 2and 5%.The variation in ultrasound attenuation that can occur in thick GRP composites was demonstrated by Mouritz and Town-send [18]during the NDE of three new Gatea -type minehunters built for the Royal Australian Navy.The minehunters were built from the same GRP composite as the fatigue and step-block specimens used in this study.Fig.13shows gain values measured by Mouritz and Townsend [18]at di erent locations through the minehunters where the thickness ranged from 6to 220mm.The amount of gain increased rapidly with the thickness of the composite.It is important to note,however,that for any thickness above $40mm the scatter in the gain values is between 5and 12dB.This suggests it would not be possible to detect damage in the minehunter induced by low stress fatigue (i.e.'f a'0`0X 5)because any increase in gain caused by fatigue (<3dB)would be masked by the large scatter in the values for the GRP.It would also be di cult to detect damage induced by high fatigue stress in the minehunter until the normal-ised fatigue stress exceeded $0.7,at which point the gain has risen by more than 12dB.Nevertheless,delaminations produced by fatigue loading at 'f a'0values between 0.5and 0.7may possibly be detected provided they are longer than $10mm.These observations demonstrate the di -culty that can be expected during the NDE of a thick composite ship when using pulse-echo ultrasonics.The detection of fatigue damage may be improved by using A-scan ultrasonics in combination with other NDE techni-ques such as Lamb waves,angle-probe ultrasonics,and lasershearography.Fig.12.Map of the e ect of depth on the minimum detectable delamination size.The ®lled points represent the detection of the delamination while the open points signify when the delamination could not be detected.The solid line shows the boundary between detectable and undetectable dela-minations.This map is for square-shape arti®cial delaminations in the GRP that does not contain fatigue damage.A.P.Mouritz et al./Composites Science and Technology 60(2000)23±3231。

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