Research on Simulating Structural Parameters’ Impact on the Flow of Two Phases in Separator

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工程设计英语

工程设计英语

工程设计英语Title: Engineering Design English正文:Engineering design is a crucial aspect of any project, be it a building, a machine, or a device. It involves the process of developing a concept, creating a detailed plan, and implementing the design in a practical and efficient manner. In this essay, I will discuss some of the key aspects of engineering design, including terminology, process, and techniques.One of the most important aspects of engineering design is terminology. Engineers use a specific jargon to communicate effectively with each other and non-technical stakeholders. For example, an engineer may use the term "load" to refer to the force acting on a structure, or "rate of change" to describe the rate of change of a variable. It is essential for engineers to be fluent in these terms in order to communicate effectively with others.The process of engineering design involves several steps, including concept development, design development, and documentation. The concept development phase involves creating a basic idea or concept for the design. This may involvesketching, simulating, or prototyping. The design development phase involves refining and improving the concept into a detailed plan. This may involve creating computer-aided design (CAD) files, analyzing the design, and making necessary adjustments. The documentation phase involves creating a complete and accurate record of the design, including drawings, technical reports, and other documentation.Engineering design techniques vary depending on the type of design being performed. For example, structural design involves designing structures to withstand loads, while fluid mechanics design involves designing systems for handling fluids. Engineers may also use computer-aided engineering (CAE) software to analyze and design complex structures, systems, and processes.拓展:There are many other aspects of engineering design that are important for successful project completion. For example, engineering design requires a deep understanding of materials, strengths, and their behavior under different loads. Engineers also need to be aware of the environmental impact of their designs, and take steps to minimize any negative impact.In addition to these aspects, effective engineering designrequires a strong collaboration between designers, constructors, and other stakeholders. It is essential for all parties to communicate effectively and work together to achieve the common goal of successful project completion.Overall, engineering design is a complex and challenging process, but it is also a rewarding one. By understanding and leveraging the right technologies, engineers can create innovative and efficient solutions that can make a significant impact on society.。

adams

adams

AdamsAdams is a powerful software tool commonly used in the field of mechanical engineering for dynamic simulation, analysis, and optimization of mechanical systems. It provides engineers with a reliable and efficient way to study the performance of their designs before physical prototyping.IntroductionAdams is developed by MSC Software, a leading provider of simulation software and services. It is widely used by engineers and designers to simulate the behavior of various mechanical systems, including automotive components, industrial machinery, and aerospace structures. With Adams, engineers can accurately predict how their designs will behave under different operating conditions, enabling them to optimize their designs and make informed decisions.Key FeaturesMulti-body Dynamics SimulationAdams specializes in multi-body dynamics simulation, which allows engineers to model complex mechanical systems consisting of interconnected rigid bodies. These systems can include components such as suspension systems, drive trains, and robotic manipulators. By accurately representing the dynamics and interactions between these bodies, Adams enables engineers to analyze the motion, forces, and energy flows within the system.Flexible Body SimulationIn addition to rigid bodies, Adams also supports the simulation of flexible bodies. Flexible bodies are those that can deform and undergo elastic deformations under the applied loads. This feature is particularly useful when designing structures that may experience significant deformations, such as bridges, cranes, or aircraft wings. By incorporating flexibility into the simulation, engineers can better understand the structural performance and assess potential failure modes.Robust Contact ModelingAdams incorporates robust contact modeling capabilities, allowing engineers to accurately simulate the interactions between different parts of a mechanical system. Contact modeling is essential when analyzing systems with sliding or rolling contacts, such as gearboxes, bearings, or sliding mechanisms. With Adams, engineers can predict contact forces, frictional effects, and wear patterns, enabling them to optimize the design and ensure proper system operation.Control Systems AnalysisAdams also provides comprehensive tools for analyzing control systems within a mechanical system. By defining control algorithms and feedback loops, engineers can study the behavior of their designs under different control strategies. This capability is particularly useful in the automotive industry, where Adams is frequently used to study the ride and handling characteristics of vehicles and optimize the performance of active suspension systems.Benefits of using AdamsUsing Adams offers several benefits to mechanical engineers and designers:1.Time and Cost Savings: By simulating andanalyzing designs in Adams, engineers can identify andaddress potential issues and performance bottlenecks early in the design process. This helps in reducing the number of physical prototypes required and saves both time and cost associated with physical testing.2.Design Optimization: Adams enables engineers toexperiment with different design parameters and studytheir effects on the system’s performance. By optimizingthe design in the virtual environment, engineers canachieve better system performance and functionality while minimizing weight, cost, and materials usage.3.Improved System Performance: With accuratesimulation capabilities, engineers can gain insights into the behavior of mechanical systems under different operating conditions. This allows for fine-tuning the design toimprove system performance, reliability, and durability.4.Enhanced Safety: By simulating and analyzing thebehavior of mechanical systems, engineers can identifypotential failure modes and design robust safetymechanisms. This ensures that the final design meets safety standards and minimizes the risk of accidents or failures in real-world applications.ConclusionAdams is a versatile software tool that empowers engineers and designers in the field of mechanical engineering. With its powerful simulation and analysis capabilities, Adams enables users to optimize their designs, study system behaviors, and make informed decisions. By integrating Adams into their design processes, engineers can reduce costs, improve performance, and enhance the safety of their mechanical systems.。

船舶大幅横摇运动的三维数值模拟方法与流程

船舶大幅横摇运动的三维数值模拟方法与流程

船舶大幅横摇运动的三维数值模拟方法与流程Numerical simulation of large amplitude rolling motion of ships is a complex and crucial aspect of ship design and navigation. 船舶大幅横摇运动的三维数值模拟是船舶设计和导航中复杂而关键的方面。

It involves predicting the behavior of a ship in extreme conditions, such as heavy seas or sudden changes in weight distribution. 它涉及在极端条件下预测船舶的行为,如大海浪或重心分布的突然变化。

Understanding and accurately simulating these motions is essential for ensuring the safety and stability of ships at sea. 理解并准确模拟这些运动对于确保船舶在海上的安全和稳定至关重要。

One of the primary methods for simulating large amplitude rolling motion of ships is through three-dimensional computational fluid dynamics (CFD) simulations. 模拟船舶大幅横摇运动的主要方法之一是通过三维计算流体力学(CFD)模拟。

CFD allows engineers and researchers to model the behavior of fluids around a ship in a virtual environment, providing insights into the forces and moments acting on the vessel. CFD允许工程师和研究人员在虚拟环境中模拟船舶周围的流体行为,从而洞察作用在船舶上的力和力矩。

基于ABAQUS梁单元的钢筋混凝土框架结构数值模拟

基于ABAQUS梁单元的钢筋混凝土框架结构数值模拟

基于ABAQUS梁单元的钢筋混凝土框架结构数值模拟一、本文概述Overview of this article本文旨在探讨基于ABAQUS梁单元的钢筋混凝土框架结构数值模拟。

文章将对钢筋混凝土框架结构进行简要介绍,阐述其在实际工程中的应用及其重要性。

接着,将详细介绍ABAQUS软件及其在结构数值模拟中的优势,特别是梁单元在模拟钢筋混凝土框架中的应用。

This article aims to explore the numerical simulation of reinforced concrete frame structures based on ABAQUS beam elements. The article will provide a brief introduction to reinforced concrete frame structures, explaining their application and importance in practical engineering. Next, we will provide a detailed introduction to ABAQUS software and its advantages in structural numerical simulation, especially the application of beam elements in simulating reinforced concrete frames.文章将重点分析使用ABAQUS软件建立钢筋混凝土框架结构的数值模型的过程,包括材料属性的定义、边界条件的设置、荷载的施加以及网格的划分等。

还将探讨如何对模拟结果进行分析和评估,以便更好地理解和预测钢筋混凝土框架结构的性能。

The article will focus on analyzing the process of establishing a numerical model of reinforced concrete frame structures using ABAQUS software, including the definition of material properties, setting of boundary conditions, application of loads, and meshing. We will also explore how to analyze and evaluate simulation results in order to better understand and predict the performance of reinforced concrete frame structures.通过本文的研究,旨在为工程师和研究者提供一种有效的数值模拟方法,以便在设计和优化钢筋混凝土框架结构时,能够更准确地预测其受力性能和变形行为。

××飞机滑轨内腔的加速腐蚀试验环境谱制定

××飞机滑轨内腔的加速腐蚀试验环境谱制定

装备环境工程第20卷第12期·128·EQUIPMENT ENVIRONMENTAL ENGINEERING2023年12月××飞机滑轨内腔的加速腐蚀试验环境谱制定樊伟杰1,张勇1,朱彦海2,杨文飞1,孟莉莉2,褚贵文3(1.海军航空大学青岛校区,山东 青岛 266041;2.中国航空制造技术研究院,北京 100010;3.山东科技大学,山东 青岛 266590)摘要:目的对运行环境逐渐复杂的××飞机滑轨内腔进行加速腐蚀试验的研究。

考虑到外部环境对滑轨内腔的腐蚀影响,旨在提出一种适用于江津地区的加速腐蚀试验环境谱,以更好地模拟实际运行条件下滑轨内腔的腐蚀过程。

方法设计江津地区滑轨内腔的加速腐蚀试验环境谱,以外露部位防护涂层加速腐蚀试验环境参考谱以及相应环境的分析为依据,根据参考谱的参数制定方法,针对江津地区的特定环境条件,设计本环境谱的编制依据。

进一步确定湿热、紫外暴露、温度冲击、低气压以及盐雾等参数,得出系统的××飞机滑轨内腔的加速腐蚀试验环境谱。

结果成功形成了系统的××飞机滑轨内腔的加速腐蚀试验环境谱,综合考虑了江津地区的环境特点,并参考了外露部位防护涂层加速腐蚀试验环境谱的相关参数,通过对湿热、紫外暴露、温度冲击、低气压以及盐雾等参数的确定,能够更准确地模拟滑轨内腔在实际运行条件下的腐蚀过程。

结论该环境谱可为飞机制造商和维护人员提供重要的参考,以评估滑轨内腔的腐蚀情况,并采取相应的防护措施。

通过更准确地模拟实际运行条件下的腐蚀过程,能够提高飞机结构寿命的预测准确性,从而保障飞机的安全运行和维护。

这项研究对于改进飞机设计、延长使用寿命以及降低维护成本具有重要的实际意义。

关键词:飞机腐蚀;加速腐蚀试验;环境谱;滑轨;腐蚀防护;寿命预测中图分类号:TG172;V216 文献标识码:A 文章编号:1672-9242(2023)12-0128-07DOI:10.7643/issn.1672-9242.2023.12.016×× Environmental Spectra Development for Accelerated Corrosion Testof the Inner cavity of the Aircraft SlideF AN Wei-jie1*, ZHANG Yong1, ZHU Yan-hai2, YANG Wen-fei1, MENG Li-li2, CHU Gui-wen3(1. Qingdao Campus of Naval Aviation University, Shandong Qingdao 266041, China; 2. China Academy of AviationManufacturing Technology, Beijing 100010, China; 3. Shandong University of Science andTechnology, Shandong Qingdao 266590, China)ABSTRACT: The work aims to conduct an accelerated corrosion test for the inner cavity of the×× aircraft slide with complex operating environment, and propose an accelerated corrosion test environment spectrum for Jiangjin area based on the corrosion收稿日期:2023-08-27;修订日期:2023-10-18Received:2023-08-27;Revised:2023-10-18基金项目:国家自然科学基金青年项目(52101392);山东省青创科技计划(2020KJA014);山东省自然科学基金青年项目(ZR2020QD081);山东省自然科学基金面上项目(ZR2020ME130)Fund:The National Natural Science Foundation of China (52101392); Universities of Shandong Province of China (2020KJA014); Shandong Natural Science Foundation (ZR2020QD081); Science and Technology Support Plan for Youth Innovation (ZR2020ME130)引文格式:樊伟杰, 张勇, 朱彦海, 等. ××飞机滑轨内腔的加速腐蚀试验环境谱制定[J]. 装备环境工程, 2023, 20(12): 128-134.FAN Wei-jie, ZHANG Yong, ZHU Yan-hai, et al. ×× Environmental Spectra Development for Accelerated Corrosion Test of the Inner cavity of the Air-craft Slide[J]. Equipment Environmental Engineering, 2023, 20(12): 128-134.第20卷第12期樊伟杰,等:××飞机滑轨内腔的加速腐蚀试验环境谱制定·129·effect of external environment on the inner cavity of the slide, so as to better simulate the corrosion process of the inner cavity of the slide under actual operating conditions. A accelerated corrosion test environment spectrum of the inner cavity of the slide in Jiangjin area was designed based on the reference spectrum of the accelerated corrosion test environment spectrum of the pro-tective coating in the exposed part and the analysis of the corresponding environment. According to the parameter formulation method of reference spectrum and the specific environmental conditions in Jiangjin area, the basis for developing this environ-mental spectrum was designed. Parameters such as humidity and heat, UV exposure, temperature shock, low pressure and salt spray were further determined, and the accelerated corrosion test environment spectrum of the inner cavity of the ××aircraft slide was obtained. A systematic accelerated corrosion test environment spectrum of the inner cavity of the ×× aircraft slide was suc-cessfully formed. Environmental characteristics of Jiangjin area were considered comprehensively, and relevant parameters of the accelerated corrosion test environment spectrum of the exposed protective coating were referred to. By determining parame-ters such as humidity and heat, UV exposure, temperature shock, low pressure and salt spray, the corrosion process of the inner cavity of the slide could be more accurately simulated under actual operating conditions. This environmental spectrum can pro-vide an important reference for aircraft manufacturers and maintenance personnel to evaluate the corrosion of the inner cavity of the slide and take appropriate protective measures. By accurately simulating the corrosion process under actual operating condi-tions, the prediction accuracy of aircraft structural life can be improved, so as to ensure the safe operation and maintenance of aircraft. This research has important practical significance for improving aircraft design, extending service life and reducing maintenance costs.KEY WORDS: ××aircraft corrosion; accelerated corrosion test; environmental spectrum; slide; corrosion protection; life pre-diction随着我国环境的变迁,以及航空装备的发展,××飞机的使用频率逐渐增加,运行环境也逐渐多样化,飞机设备的使用要求也不断提高[1-3]。

Fluid-Structure Interaction

Fluid-Structure Interaction

Fluid-Structure Interaction Fluid-structure interaction (FSI) is a complex and fascinating phenomenon that occurs when the motion of a fluid affects the behavior of a nearby structure, and vice versa. This interaction has significant implications in various engineering and scientific fields, including aerospace, civil engineering, biomechanics, and oceanography. Understanding and effectively managing FSI is crucial for the design and performance of numerous systems and structures. In this response, we will explore the multifaceted nature of FSI, considering its impact, challenges, and potential solutions from different perspectives. From an engineering standpoint, FSI presents both opportunities and challenges. On one hand, harnessing FSI can lead to innovative designs and improved performance in a wide range of applications. For example, in aerospace engineering, FSI considerations arecritical for optimizing the aerodynamic performance of aircraft and spacecraft. By accounting for the interaction between the airflow and the structural components, engineers can develop more efficient and stable designs. Similarly, in civil engineering, understanding FSI is essential for designing resilient structuresthat can withstand the forces exerted by wind, water, or seismic events. By integrating FSI analysis into the design process, engineers can enhance the safety and longevity of infrastructure. However, managing FSI also poses significant challenges. The complex and nonlinear nature of fluid-structure interactions makes accurate prediction and analysis difficult. Engineers and researchers oftengrapple with the intricacies of FSI, including turbulence, boundary layer effects, and structural deformation. These challenges are further compounded in scenarios involving multiphysics phenomena, such as the interaction between fluid flow, heat transfer, and structural dynamics. As a result, there is a pressing need for advanced computational tools, experimental techniques, and theoretical models to improve our understanding and control of FSI. In the realm of scientific research, FSI serves as a rich area of exploration, offering insights into fundamental principles of fluid dynamics and structural mechanics. From studying the biomechanics of human physiology to investigating the behavior of marine ecosystems, FSI phenomena are pervasive in the natural world. For instance, in cardiovascular research, understanding the interaction between blood flow andarterial walls is crucial for diagnosing and treating vascular diseases. By simulating FSI scenarios, scientists can gain a deeper understanding of physiological processes and develop new medical interventions. Moreover, FSI plays a pivotal role in the study of ocean dynamics and environmental phenomena. The interaction between ocean currents, waves, and coastal structures has profound implications for coastal erosion, offshore engineering, and marine ecology. By examining FSI in these contexts, researchers can contribute to the sustainable management of coastal resources and the protection of vulnerable ecosystems. Furthermore, the insights gained from studying FSI in natural systems can inspire innovative solutions for engineering challenges, leading to the development ofbio-inspired designs and technologies. In addressing the complexities of FSI, interdisciplinary collaboration is essential. Engineers, physicists, mathematicians, and computer scientists must work together to develop comprehensive approaches for analyzing and simulating FSI phenomena. Byintegrating expertise from diverse fields, researchers can leverage advanced computational methods, such as finite element analysis, computational fluid dynamics, and coupled multiphysics simulations, to tackle FSI challenges. Furthermore, experimental validation and data-driven approaches are critical for refining FSI models and ensuring their accuracy in real-world scenarios. In conclusion, fluid-structure interaction is a multifaceted and significant aspect of engineering and scientific research. While it presents opportunities for innovation and discovery, it also poses formidable challenges that demand concerted efforts from the research community. By embracing a holistic and collaborative approach, we can advance our understanding of FSI, develop robust computational tools, and unlock new possibilities for designing resilient and efficient systems. Ultimately, the exploration of FSI holds great promise for addressing real-world problems and shaping the future of engineering and science.。

Structural mechanics 中的专业词汇

Structural mechanics 中的专业词汇

Structural mechanics 中的专业词汇PREFACE AND CHAPTER 1Structural mechanics 结构力学Structural analysis 结构分析Statically determinate structures 静定结构Statically indeterminate structures超静定结构Matrix analysis of structures 结构矩阵分析Plastic analysis of structures 结构塑性分析Dynamic analysis of structures 结构动力分析Illustrative example 例题Problems 习题In civil construction 在土木工程建设中Geometric dimension 几何尺度Framed structure 杆系结构Cross-section 横截面Rectangular cross-section 矩形截面Radius 半径Diameter 直径Slab 板Shell 壳Thin-walled structure 薄壁结构Massive structure 块体结构The same order of magnitude 大小同量级Theory of Elasticity 弹性力学Aspect 方面Application of loads 荷载的作用Forces and deformations 力和形变Internal forces 内力Reasonable simplicity 合理的简化Computing model 计算模型In structural engineering 在结构工程中Dead loads 静荷载Live loads 活荷载Dynamic loads 动力荷载Movable loads 移动荷载Moving loads 运动荷载Static loads 静力荷载Response of a structure 结构响应Blast loads 爆炸荷载Impact loads 冲击荷载Centrifugal force 离心力External effect 外部作用Support settlement 支座沉陷Manufacture discrepancy 制造误差Shrinkage of material 材料收缩In generalized sense 在广义上Behavior of a structure 结构的行为Members 构件Bending moment 弯矩Shearing force 剪力Normal force 轴力Internal force component 内力分量Lateral dimension 横向尺寸Reinforced concrete beam 钢筋砼梁Engineering structure 工程结构Three dimensional 三维的Planar(plane) structure 平面结构To lie in the same plane 处在同一平面Space structure 空间结构Simplification of supports 支座的简化Restraint 约束Stationary foundation 固定的基础Roller support 辊柱支座(链杆支座)Link support 链杆支座Perpendicular to 垂直于……Hinge support 固定铰支座Horizontal 水平的Vertical 竖直的Be parallel to each other 相互平行Displacement 位移Links 链杆Rotation 转角,转动A couple 一个力偶Fixed support 固定支座Translation 平移Isometrically 等距地Respectively 分别地Simplification of joints 节点的简化Hinge joint 铰结Rigid joint 刚结Monolithic body 整体,一体Beam 梁Flexural member 受弯构件Transverse force 横向力Frame 框架Bend 弯2Shear 剪Tense 拉Compress 压Arch 拱Reaction 反力Truss 桁架Composite structure 组合结构Superposition principle 叠加原理Be subjected to 承受……Linearly 线性地Linearly elastic 线弹性的Increment 增量Be proportional to 与…成正比Stress 应力Strain 应变CHAPTER 2Geometric stability 几何稳定性Geometrically stable 几何稳定的Unstable system 不稳定体系Degrees of freedom 自由度By definition 根据定义Independent coordinate 独立坐标Planar coordinate system 平面坐标系Three dimensional coordinate system三维(空间)坐标系Rigid body 刚体Joint 节(结)点Mutual(relative) displacement 相对位移Be equivalent to 等价于…Multiple hinge 多重铰Multiple rigid joint 多重刚结点Imposed restraint 施加的约束Insufficient 不足的Sufficient 足够的Redundant 多余的Redundant restraint 多余约束Arrangement of restraints 约束的布置Necessary condition 必要条件Sufficient condition 充分条件Geometric construction analysis 几何构造分析Definite conclusion 确定的结论Substitute into 代入…Assembly 集合Kinematic analysis 机动分析A hinged triangle 一个铰接三角形Lying on the same straight line 位于同一直线Infinitesimal displacement 无穷小位移Infinitesimal rotation 无穷小转角Instantaneously unstable system 瞬变体系Jointed pairwise 两两相连的Statically determinate multi-span beam 多跨静定梁Internal stable 内部稳定的Internal stability 内部稳定性Disregard 忽视,不考虑AB and CD Intersecting at point O AB 和CD相交于点OInstantaneous centre of rotation 瞬时转动中心Instantaneous hinge 瞬铰Static determinacy 静力确定性Static equilibrium equation 静力平衡方程Arbitrary cross section 任意横截面Isolated free body 脱离(隔离)体Unique solution 唯一的解Coupled equation 耦合的方程Contradictory 矛盾的Infinite number of solutions 无穷多个解Simultaneous equations 联立方程In quantitative sense 在数量上Projection equilibrium equation 投影平衡方程Determinant method 行列式法则(克莱母法则)Determinant 行列式Coefficient of the equations 方程未知量的系数Static characteristic 静力特性Space system 空间体系Infinitely far away 无穷远处CHAPTER 3Fundamental 基础,基本原理Individual member 单一的构件Element 单元Resultant 合力Axial direction 轴向3 Axial tension 轴向拉伸Positive 正的Negative 负的Compression in the upper fibers上边受压Tension in the lower fibers 下边受拉Normal direction 法向Axis 轴线Clockwise moment 顺时针力矩Counter clockwise moment 反时钟力矩Free body 隔离体Sign convention 符号规定Moment diagram 弯矩图Tensile side of a member 构件的受拉边Method of section 截面法Monolithic system 整体系统Algebraic sum 代数和Magnitude 大小Moments about the centroid ofcross section 对截面中心的力矩Mathematical relation 数学关系Internal force diagram 内力图Differential element 微分单元As indicated 正如所示Distributed loads 分布荷载Intensity 集度Summing moments about an axisthrough the left hand face of theelement 关于穿过该单元左截面的某轴求力矩之和Higher-order term 高阶项A segment 一段Rightward 向右Downward 向下Separately 分别地Slope 斜率Extreme moment 极值弯矩Curvature 曲率Uniformly distributed 均匀分布Linear function 线性函数Inclined straight line 斜直线Quadratic function 二次函数Parabolic curve 抛物线Concave 下凸的Concentrated load 集中荷载Incremental relation 增量关系To the immediate left and tight of P P的左邻和右邻Abrupt change 突变Abruptly 突然地Integral relation 积分关系Difference between A and B A和B 的差Sum of A and B A和B的和Figure 图形Construction of shearing force diagram剪力图的绘制Terminal point 终点End couple 杆端力矩Dashed line 虚线Ordinate 纵坐标Superimpose 叠加Concave parabola 下凸抛物线Corresponding ordinate 相应的纵坐标Similar triangle 相似三角形Inclined member 斜杆Per meter 每米Curved member 曲杆Tangential direction 切向Normal direction 法向Curvature radius 曲率半径Infinitesimally small 无穷小Approach to infinity 趋于无穷Radial distributed 径向分布的Arc 弧Basic stable portion 基本部分Subsidiary portion 附属部分Symmetrical 对称的Unsymmetrical 非对称的Horizontal thrust 水平推力Construct M and Q diagrams 绘制M和Q图CHAPTER 4Statically determinate multispan beam静定多跨连续梁Static method 静力法Constituent 组成的Cantilever beam 悬臂梁Similarly 同样地(同理)Overhang beam 伸臂梁Simple supported beam 简支梁Method of virtual work 虚功法Kinematic method 机动法Principle of virtual displacement 虚位移原理4Principle of virtual work 虚功原理Virtual displacement 虚位移Consistent with 与…相容的Mechanism 机构Virtual work equation 虚功方程Unknown 未知的Projection along the force 在力方向上的投影Product of magnitude of the force and the magnitude of the displacement 力的大小与位移大小的乘积Angular displacement 角位移Corresponding displacement 相应的位移Substitute for 替换…Infinitesimal virtual displacement 无穷小虚位移In this circumstance 在这种情况下Deflect 偏转Equal in magnitude but opposite in direction 大小相等方向相反Instructive 有启发的CHAPTER 5Pinned joint 铰接Subscript 下标Control section 控制截面Foundation 基础Order of calculation 求解顺序Differential relation between M and external loads M和外力的微分关系Tension in the right fiber 右边纤维受拉Reserve 保留End bending moment 杆端弯矩Sign indication 符号标定Associate shearing force 相应的剪力Keep balance 保持平衡Uniformly distributed loads 均布荷载Satisfaction of the projection equilibrium equations 平衡方程的满足Control ordinate 控制坐标Be perpendicular to 垂直于…CHAPTER 6Span of an arch 拱跨Rise of an arch 拱的矢高Symmetrical axis 对称轴Horizontal thrust 水平推力A three arched arch with a tie 拉杆三铰拱Flatten out 变平Arbitrary cross section 任意截面Axis of abscissa 横坐标轴First derivative 一阶导数Conic parabola 二次抛物线Tabulate 把…制成表格Table 表格Column 列The cipher of column 9 第9列的值Lay off 画出…Masonry construction 砌石建筑Abutment 底座,桥墩Line of pressure 压力线Resultant 合力By graphical method 利用几何法Force Polygon 力多边形Pole 极点Intersection point 交点Funicular polygon 索多边形Polygon of resultants 合力多边形Action line for resultant 23 合力23的作用线Respective string 各自的索线In direct proportion to 正比于…Optimal centre line of arch 合理拱轴线Theoretical volume 理论值Primarily stationary load主要由固定荷载作用Reckon from 从…开始算Configuration 形状As a consequence 结果,因而Hydraulic pressure 静水压力Circular arc 圆弧A curve of circular arc 圆弧曲线Bisector 二等分线,平分线Annular shape 圆环状Under earth pressure 在土压力作用下Crown hinge 顶铰Under this circumstance 在这种情况下Differentiate with respect to x关于x求导Differential equation 微分方程Hyperbolic function 双曲函数Boundary condition 边界条件Whence 据此,由此Catenoid 悬链线5Cable 吊索Suspension system 悬挂体系A series of linear segments 一系列直线段Distortion 变形Deflection 挠度Sag 下垂度Assumption 假定Unknown force 未知力CHAPTER 7Connected by pins 用铰连接Tower 塔Roof structure 屋架(屋面)结构Frictionless pin 光滑铰Two-force member 二力杆Heavy bolted joint 强螺栓连接节点Welded joint 焊接节点Primary stress 主要应力Subsidiary stress 次要(附加)应力Top chord 上弦杆Bottom chord 下弦杆web member 腹杆Diagonals and verticals 斜杆和竖杆Panel point 节点Panel 节间Through truss 穿越(下承式)桁架Desk truss 上承式桁架Simple truss 简单桁架In alphabetical order 以字母顺序Compound truss 联合桁架Rigid framework 刚性构架Nonparallel nonconcurrent links 不相互平行也不相交于一点的链杆Cross-hatched 画阴影线的Complex truss 复杂桁架Joint method 节点法Section method 截面法concurrent forces 汇交力系Expedient 方便的Inactive member 零杆Moment centre 力矩中心Projection axis 投影轴线Pass a section 做一个截面Exceptional member 单杆Subdivided truss 再分式桁架Sub-diagonal 辅助(次)斜杆Sub-vertical 辅助(次)竖杆Sub-truss 辅助(次,子)桁架Sub-member 辅助(次)杆Sub-joint 辅助(次)节点Horseshoe-shaped 马蹄形的Graphical method 作图法Algebraic method 代数方法vertex of the polygon多边形的顶点arrow of a force 力的箭头successively 连续地by scaling 通过度量repetitional work 重复性的工作supplement 补充method of substitute member 替换杆法method of initial parameter 初参数法closed loop 闭合圈space truss 空间桁架dome 圆屋顶derrick 塔架spherical hinge 球形铰triangular pyramid 三棱锥,四面形, 四面体odd member 单杆collinear 在同一直线上的foregoing discussion 前述的讨论beam member 梁式杆flexural member 受弯杆composite joint 复合节点self-equilibrium force system 自平衡力系statically equivalent load 静力等效荷载girder 桁架梁parallel chord truss 平行弦桁架non- parallel chord truss 非平行弦桁架roof truss 屋面桁架arched truss 拱桁架(桁架拱)polygonal line truss 折线桁架designated member 指定的杆absolute value 绝对值CHAPTER 8Influence line 影响线Most severe internal forces 最不利内力Influence coefficient 影响系数Dimension 量纲Dimensionless 无量纲的6Expression 表达式Most unfavorable position 最不利位置Behavior of the structure 结构的行为Constructing influence line 作影响线Influence line for internal force内力影响线Virtual work 虚功Principle of virtual work 虚功原理Abscissa 横坐标Sign indication 符号标注To draw influence line 画影响线To be confined to 被限制在……Floor beam 楼面梁Girder 大梁,主梁Floor slab 楼板Without ambiguity 显然Eliminating a necessary restraint去除一个必要的约束Infinitesimal virtualdisplacement无穷小虚位移Vertical scale 竖标Relative angular displacement 相对角位移Relative transverse displacement相对横向位移A unit transverse slidingdisplacement 一个单位横向滑动位移Intact 未动的,完好的Three hinged arch 三铰拱A corresponding simple beam一个相应的简支梁Critical position 临界位置Most severe effect 最不利的影响Trial aided 试算By use of criteria 利用判据Standard truck 标准卡车Average loads 平均荷载Inequality 不等式Critical load position 临界荷载位置Increment 增量Decrement 减量Reverse 逆Reverse condition (d) 条件(d)的逆The peak of the triangular influencediagram 三角形影响图的顶点Numerically greatest 数量上最大的Extreme value 极值Vertexes of the influence diagram 影响图的顶点Absolute maximum bending moment 绝对最大弯矩Derivative 导数Equidistant 等距离的Without any loads going on or off thespan 没有任何荷载进入和离开梁跨A continuous function of x x的连续函数Mid-point of the span 跨中Midpoint of the span 跨中Dangerous section 危险截面Crane beam 吊车梁Envelope for bending moment 弯矩包罗图Envelope for shearing force 剪力包罗图An arbitrary section 一个任意截面Influence diagram 影响图Designated quantity 指定量值Bound of the bending moment variation弯矩变化的边界CHAPTER 9In structural design 在结构设计中Elastic displacement 弹性位移Indeterminate structure 超静定结构Most versatile method 最通用的方法Unit load method 单位荷载法Reciprocal theorem 互等定理Illustration of unit load method 单位荷载法的例子Supported settlement 支座沉降Lineardiplacement (translation) 线位移A compatible displacement 相容性位移Fictitious=virtual 虚的Virtual force 虚力Appropriate choice 适当的选择Sections adjacent to hinge C 铰C的相邻截面A unit virtual load 一个单位竖向位移A pair of unit couple 一对单位力偶Real work 实功An elastic prismatic bar 一个弹性等截面杆Elasticity modulus 弹性模量Cross-section area 横截面面积Generalized force 广义力Generalized displacement 广义位移Statically interdependent forces 静力相关力系Corresponding generalized displacement 相应的广义位移The angle of rotation θ转角θ7External work 外(力)功Internal work 内(力)功To be identical to 与……一致(样) A differential element 一个微分单元Differential virtual work 微分虚功Strain energy 应变能Virtual stain energy 虚应变能Linear elastic structure 线弹性结构Internal virtual work 内力虚功Conservation law of energy 能量守恒定理External real work 外力实功The inverse of the curvature radius 曲率半径的倒数Compatible relations 相容关系Vanish 趋于零identity relation 恒等关系式unit virtual force 单位虚力virtual force system 虚力系real displacement 实位移real strain components 实应变分量an actual geometrical problem 一个实际的几何问题a fictitious equilibrium problem一个虚平衡问题difference of temperature 温差coefficient of thermal expansion温度膨胀系数axial strain 轴向应变likewise 同理sagging sense 下凸的moment of inertia 惯性矩axial rigidity 抗拉压刚度shearing rigidity 抗剪刚度flexural rigidity 抗弯刚度principal axis of cross section截面主轴twisting moment 扭矩twisting angle 扭转角differential segment 微分段torsional constant of the crosssection 截面扭转常数neutral axis 中性轴area moment 面积矩concrete member 砼凝土构件steel member 钢构件Poisson ratio 泊松比depth-span ratio 高跨比to be inversely proportional to与……成反比in parentheses 在括号中graph multiplication 图乘法the moment of the differentialarea with respect to y axis 微分面积对y轴的矩magnitude of areas 面积的大小location of their centroids 它们的形心位置3d-degree parabola 3次抛物线additional proviso 附加条件reinforced concrete 钢砼cross-sectional dimension 横截面尺寸elasto-plastic behaviour 弹塑性行为reduction factor 折减系数a pair of concentrated unit loads一对单位集中力reciprocal theorem 互等定理theorem of reciprocaldisplacements 位移互等定理theorem of reciprocal reactions反力互等定理reaction influence coefficients反力影响系数theorem of reciprocaldisplacement-reaction 反力位移互等定理support movement 支座移动to develop a general formula 推导通用公式column 柱CHAPTER 10Force method 力法Method of consistent deformation 一致变形法Redundant structure 超静定结构Unknown force 未知力Compatibility conditions 相容性条件Redundant unknown force 多余未知力Degree of indeterminacy 超静定度Internally indeterminate 内部超静定Primary system 基本体系Primary unknowns 基本未知量Passive force 被动力Active force 主动力Inconsistency n.不相容性,不一致性Embody 体现Superimpose 叠加Flexibility coefficient 柔度系数Canonical equation 标准方程Propped cantilever beam 有支(承)悬臂梁, 有支(承)伸臂梁Highly indeterminate structures 高阶超静定结构8Square matrix 方阵Symmetrical component 对称分量Antisymmetrical component 反对称分量Asymmetrical 不对称的Inflection point 反弯点Odd number of span 奇数跨Even number of span 偶数跨Method of elastic center 弹性中心法Rigid arm 刚臂Hingeless arch 无铰拱Numerator 分子Denominator 分母Quotient 商Central angle 中心角Nonprismatic member 变截面杆(构件)Trapezoid formula 梯形公式Parabolic formula 抛物线公式Reactant bending moment 抵抗弯矩Stiffness factor 刚度系数Nonyielding support 刚性支座Lack of fit 误差Redundant beam 超静定梁Qualitative influence line 定性影响线Quantitative influence line 定量影响线CHAPTER 11Slope-Deflection method 位移法(转角位移法)Displacement method 位移法Moment distribution method 弯矩分配法Varying section 变截面Slope-deflection equation 转角位移方程Rotation stiffness 转动刚度Slidely fixed 双链杆支座的Alongside 在旁边的Analogy 模拟,类比Portal frame 门形刚架Bent frame 排架Sideway 侧移Notion=conceptStiffness matrix 刚度矩阵Coefficient of thermal expansion 温度膨胀系数CHAPTER 12Systematic approach 系统化的方法Matrix algebra 矩阵代数Routinely programmed 常规地编程discretization 离散化beam element 梁单元truss element 桁架单元flexural element 弯曲单元element analysis 单元分析global analysis 整体分析nodal displacement vector .节点位移向量nodal resultant vector 节点力向量global stiffness equation 整体刚度方程governing equation 控制方程end force 杆端力end displacement 杆端位移stiffness matrix 刚度方程starting point 起点terminal point 终点the four entries 4项oriented in positive coordinate direction 指向坐标轴的正方向subvector 子向量main diagonal 主对角线main coefficients 主元素(主系数) secondary coefficients 副系数singular 奇异的determinant 行列式inverse of the matrix 矩阵的逆the origin of the system 坐标系的原点transformation matrix 坐标转换矩阵identity matrix 恒等矩阵submatrix 子矩阵stiffness method 刚度法nodal displacement vector 节点位移向量in the assembly 在集成过程中element contribution matrix 单元贡献矩阵global stiffness matrix 整体刚度矩阵governing equation 控制方程equivalent nodal loads 等效节点荷载non-nodal loads 非节点荷载artificial rotation restraint 人为的转动约束post-processing method 后处理法pre-processing method 前处理法plane truss 平面桁架coordinate transformation 坐标变换node number 节点编号9local number 局部码local code number 局部编码global code number 整体编码encircled superscript 画圈的上标a sparse matrix 一个稀疏矩阵a banded matrix 一个带状矩阵semi-bandwidth 半带宽loading conditions 荷载条件support arrangement 支座布置CHAPTER 13Method of moment distribution 弯矩分配法A procedure of successiveapproximation 一个逐步近似的过程Successive cycle of computation逐次的计算循环Joint translation 节点平移Rotational stiffness 转动刚度Distribution factor 分配系数Fraction of total moment 总弯矩的百分比Distribution moment at the near end 在近端的分配弯矩At the far end 在远端The ratio of the far end moment to thenear end moment 远端弯矩与近端弯矩的比值Carry-over factor 传递系数Basic moment distribution process 基本的弯矩分配过程An external nodal moment 一个外加的节点弯矩Artificial restraint 人为的约束In the lock state 在锁定状态Unlocking moment 释放弯矩Unbalanced moment 非平衡弯矩Eliminating the artificial restraint解除人为约束Carry-over moment 传递弯矩。

Geometric Modeling

Geometric Modeling

Geometric ModelingGeometric modeling is a fundamental concept in the field of computer graphics and design. It involves creating digital representations of physical objects using mathematical equations and algorithms. Geometric modeling plays a crucial role in various applications such as animation, virtual reality, architectural design, and manufacturing. This technology allows designers and engineers to visualize and manipulate complex shapes and structures with precision and accuracy. One of the key perspectives to consider when discussing geometric modeling is its importance in the field of computer-aided design (CAD). CAD software relies heavily on geometric modeling to create 2D and 3D models of products and buildings. These models serve as the basis for the design and development of various products, ranging from consumer goods to industrial machinery. Geometric modeling enables designers to simulate the behavior of their designs under different conditions, leading to better and more efficient products. Another important perspective to explore is the role of geometric modeling in the entertainment industry. In the realm of animation and visual effects, geometric modeling is used to createlifelike characters, environments, and special effects. Whether it's a blockbuster movie or a video game, geometric modeling allows artists and animators to bring their imagination to life in a virtual space. The level of detail and realism that can be achieved through geometric modeling has revolutionized the entertainment industry and has set new standards for visual storytelling. From a scientific and engineering standpoint, geometric modeling is essential for simulating and analyzing complex systems and phenomena. Whether it's studying the behavior of fluid dynamics, analyzing the structural integrity of a building, or simulating the movement of a robotic arm, geometric modeling provides a powerful tool for understanding and predicting real-world scenarios. By creating accurate digital representations of physical objects and environments, scientists and engineers can conduct experiments and tests in a virtual space, saving time and resources while gaining valuable insights. In addition to its practical applications, geometric modeling also has a profound impact on artistic expression and creativity. Artists and designers use geometric modeling tools to explore new forms, shapes, and textures, pushing the boundaries of what is visually possible. From avant-gardesculptures to futuristic architectural designs, geometric modeling has opened up new avenues for artistic exploration and self-expression. The ability to manipulate and transform geometric shapes in a digital environment has empowered artists to create bold and innovative works that challenge traditional notions of art and design. Moreover, geometric modeling has also played a significant role in the advancement of medical technology. From the development of prosthetic limbs to the design of medical devices, geometric modeling has enabled breakthroughs in the field of healthcare. By creating precise digital models of the human body and its various systems, medical professionals and researchers can better understand and address complex medical conditions. This has led to the development of personalized medical treatments and improved patient care, ultimately saving lives and improving the quality of life for countless individuals. In conclusion, geometric modeling is a versatile and powerful tool that has revolutionized various industries and fields. Its impact can be seen in the way we design products, create entertainment experiences, conduct scientific research, express artistic vision, and improve healthcare. As technology continues to advance, the role of geometric modeling will only become more significant, shaping the way we interact with the world around us and pushing the boundaries of what is possible.。

ComputationalStructuralMechanics

ComputationalStructuralMechanics

Argonne National Laboratory is a U.S. Department of Energy laboratory managed by UChicago Argonne, LLCComputational Structural MechanicsComputations performed on TRACC’s high-performance computers (HPCs) will greatly reduce the time for transient dynamic bridge analysis, crash analysis (auto, train,aircraft), and human injury assessment.BackgroundComputational structural mechanics is a well-established methodology for the design and analysis of many components and structures found in the transportation field. Modern computer simulation tools, such as the finite-element and meshfree methods, play a major role in these evaluations, and sophisticated commercial software codes (LS-DYNA®, LS-OPT® and Abaqus®) are available for structural analysts. These models are used to assess crashworthiness assessments of vehicles (autos, buses, trucks, trains, and aircraft) under accident conditions. Occupant models are also often included to determine occupant response and to evaluate occupant risk and the potential for developing injury reduction mechanisms.Other uses of computational structural mechanics in the transportation field include the design and analysis of important components of the highwayinfrastructure, such as bridges and roadside hardware. In these multiphysics applications, models are being developed to determine the response of bridge structures to traffic loadings; wind loadings, which may result in so-called flow-induced vibration; and hydraulic loading, which may develop during severe weather flooding of bridges. Recently, numerical studies were started to assess the structural stability of bridges with piers and abutments in scour holes. Also, attention has turned to assessing the structuralsafety of the nation’s aging steel bridges.Motor vehicle crashes are the major cause of traumatic brain injury in the United States. Numerical modeling by the NHTSA at TRACC provides valuable insight into brain response duringcrashes (image courtesy of Dr. Erik Takhounts of the NHTSA)Bridges are a critical component of the nation’s travelinfrastructure. The TFHRC is conducting simulations at TRACC to evaluate bridge safety and reliability under extreme and complex loading conditions (image courtesy of Dr. Shuang Jin of the Federal Highway Administration NDE Center).Computational Structural MechanicsAugust 2009The level of modeling detail in these applications is being increased substantially to provide greater confidence in the computed results. The use ofhigh-fidelity computational models with hundreds of thousands of elements requires the use of massively parallel computers like those at the U.S. Department of Transportation’s (USDOT’s) TransportationResearch and Analysis Computing Center (TRACC), operated by Argonne National Laboratory, and appropriate software, such as LS-DYNA, LS-OPT and Abaqus, that can take advantage of this parallel computing environment.TRACC’s SoftwareTRACC has a 280-CPU (core) license with Livermore Software and Technology Corporation for use of the LS-DYNA suite of codes and a 21-token license with Simulia for use of Abaqus. Both codes are continuously being upgraded and contain manyfeatures that can handle the complexities embedded in USDOT’s structural and media–structure interaction problems. Between the two codes the following features are available: explicit- and implicit-time integration; a robust Eigen problem solver; finite-element, extended finite-element, multi-material arbitrary Lagrangian Eulerian, and meshfreemethodologies; design optimization and probabilistic analysisFor UsersScripts for ease of use have been developed by TRACC’s expert staff and are posted on the TRACC external wiki (https:/tracc/TRACC) along with commands for checking job status. The latest information on using the code can be found on the wiki.Desktop virtualization is available to users, enabling them to interact with the cluster from a remotelocation. The NoMachine NX server is installed on the cluster and the NoMachine NX client is available at no cost to the user, providing an efficient and easy way to view finite-element models, develop and modify input files, and display computational results.TRACC’s expert staff is available for consultations on computational mechanics issues and development of collaborative projects. Staff are also available to assist with software- and HPC-related issues.Current ProjectsIn one project, the Federal Highway Administration’s Turner Fairbank Highway Research Center (TFHRC) has used TRACC’s cluster to investigate the chaotic motion of the Bill Emerson Memorial Bridge subjected to traffic loads. The finite-element model consists of more than 1 million elements. Ten days of computing time using 256 CPUs (cores) were required to simulate 100 seconds of traffic flow. In another project that is part of USDOT’s Steel Bridge TestProgram, TFHRC is assessing the structural integrity of selected steel bridges.The Human Injury Research Division of the National Highway Traffic Safety Administration (NHTSA) is working on traumatic brain injuries resulting from crashes. The TRACC cluster allows in-depth investigations that can differentiate injuries between various regions of the brain for many accident scenarios. In another project, NHTSA is usingmodeling and simulation to determine the effect of vehicle and restraint parameters on the kinematics of a crash dummy during a rollover crash simulation.The Texas Transportation Institute is analyzing and designing roadside safety features. Michigan Technological University is doing microstructure-based modeling to characterize asphalt materials and the Louisiana Transportation Research Center is simulating the performance of pavement structures for rutting performance of chemically stabilized base/subbase materials.For further information, contact TRACC Senior Computational Structural Mechanics Leader 630.578.4245*************。

7050铝合金热变形和动态再结晶行为的实验研究和数值模拟

7050铝合金热变形和动态再结晶行为的实验研究和数值模拟

A Thesis Submitted to Chongqing University in Partial Fulfillment of the Requirement for the Master’s Degree of Engineering
By Jia Yaojun Supervised by Prof. Zhou Jie Specialty: ME(Material Engineering Field )
III
重庆大学硕士学位论文
based on the data from hot compression test experiment. The results show that dynamic recrystallization takes place when 7050 aluminum alloy was deformed under the all deformation conditions mentioned above. ③ With the help of the flow stress constitutive equation and dynamic recrystallization model have been established, hot compression process was simulated based on DEFORM-3D by applying finite element methold. The results prove that the distributions of dynamic recrystallization volume fraction and grain size are uneven under the influence of uneven deformation. Dynamic recrystallization is complete and grain size is smaller in central large deformation zone ,while in marginal hard deformation zone dynamic recrystallization is more difficult to occur and the grain size is bigger,in free deformation zone dynamical recrystallization is halfway, the grains are mischcrystal and their size range between the center and marginal.In addition, the evolution rule of dynamic recrystallization during the forming process of 7050 aluminum alloy forgings are also researched. Keywords:7050-H112 Aluminum Alloy, Flow Stress, Constitutive Equation,Dynamic Recrystallization, Finite Element Simulation

西门子(Siemens) PLM 软件传动工程-挑战与解决方案说明书

西门子(Siemens) PLM 软件传动工程-挑战与解决方案说明书

Predict and reduce gear whine noise 5 times faster Generate transmission gearbox models automatically and boost vibro-acoustic performanceUnrestricted© Siemens AG 2019Realize innovation.Transmission Engineering ChallengesGuarantee Performance and DurabilityReduce Time for SimulationMinimize Vibration and Noise LevelsReduce Weight with Lightweight DesignsAnalysisResultsModellingPrototyping can cost up to 200k$ --per single gear80% of time for manual model creationMicrogeometry modificationscan reduce vibration level with 6dB (=half!)Transmission Error can increase 10x or more!Transmission Engineering ProcessTypical process for NVH analysisMore efficient process in Simcenter 3DTransmission Error or Stiffness, parametersAcoustics, NVH •Gear whine •Gear rattleEnd-to-end integrated process for transmission simulation from CAD to Loads to NoiseTransmission Builder →Motion →Motion-to-Acoustics →Acoustic Analysis•Automatic creation of multi-body simulation models •Accurate 3D simulation of gear forces•Semi-automatic link of gear forces to vibro-acoustics •Efficient and accurate acoustic simulationsPre-processing of loads orsurface vibrationsTransmission layout (stages, dimensions)Multi-body simulation •Simulation of forcesand dynamicsPositioning, dimensions…Gear-centric tool•Analysis of gear pairsMulti-Body Simulation of TransmissionsTransmission Engineering ProcessTypical process for NVH analysisMore efficient process in Simcenter 3DTransmission Error or Stiffness, parametersAcoustics, NVH •Gear whine •Gear rattleEnd-to-end integrated process for transmission simulation from CAD to Loads to NoiseTransmission Builder →Motion →Motion-to-Acoustics →Acoustic Analysis•Automatic creation of multi-body simulation models •Accurate 3D simulation of gear forces•Semi-automatic link of gear forces to vibro-acoustics •Efficient and accurate acoustic simulationsPre-processing of loads orsurface vibrationsTransmission layout (stages, dimensions)Multi-body simulation •Simulation of forcesand dynamicsPositioning, dimensions…Gear-centric tool•Analysis of gear pairs.Transmission BuilderSummaryNew Simulation Solution for GearsMulti-Body Simulation of TransmissionsMulti-Body SimulationScopePredicting, Analyzing, Improving the positions, velocities, accelerations and loads of a mechatronic system using an accurate and robust 3D multi-body simulation approachMechatronic Systems Flexible Bodies•Integration with tools for robust design of complex non-linear multi-physics systems:control systems, sensors, electric motors, etc •Predict mechanical system more accurately wrt displacements and loads•Gain insight in frequency response of a mechanism•Enable Noise, Vibration & Harshness (NVH) as well as Durability analysesSimcenter 3D Motion for Transmission Simulation Critical featuresMulti-Body Simulation Industry Modelling Practices•Joints •Constraints •Bearings•Linear Flexible Bodies•Nonlinearity (geometric & materials) by running FEcode•Deformations•Loads•Transmission Error•Time domain •Statics, dynamic,•Mechatronics / controlPost processing•Create gear geometry ✓CAE interface ✓Import CAD•Ext. Forces •Motor•Contacts, FrictionParametric Optimization loop Automation / CustomizationKinematicsDynamicsFlexible bodiesCADSolving1D -modelsControlsTEST dataA manual creation process can consume 80%of time!.Transmission BuilderSummaryNew Simulation Solution for GearsMulti-Body Simulation of TransmissionsNew ApproachTransmission Builder Vertical ApplicationProblem: Even experienced 3D-Multi Body Simulation experts can struggle to 1.Model complex parametric transmissions2.Capture all relevant effects correctly and efficiently3.Update and validate their modelsSolution: Transmission Builder Up to 5x faster Model creation processSimcenter TransmissionBuilderGear train specification based on Industry standardsMultibody simulation modelDemonstrationModel Creation and Updating1.Loading of pre-definedTransmission2.Geometry creation3.Creation of rigid bodies forgearwheels and shafts4.Positioning and Joint-definition5.Force element creation.Transmission BuilderSummaryNew Simulation Solution for GearsMulti-Body Simulation of TransmissionsNew Solver Methodologies Simulating and ValidatingValidation cases ensure resultsas accurate as non-linear Finite Elements simulationMeasured Transmission ErrorAnalytical MethodSiemens STS Advanced MethodExploiting intrinsic geometric properties of gears + Efficient-Only for gears, not for arbitrary shapes-No deformation includedBut, included as part of the Load CalculationFE based contact detection -“Brute force” Slow+ Any geometry+ Deformation effects includedDedicating Tooth ContactModeling –FE PreprocessorLocal Deformation –Analytic SolutionSlicing –Gear Force Distribution Along Line of Action •Includes Microgeometry Modifications and Misalignments in all DOF•Automatically takes in to account coupling between slices and between teeth•Accounts for actual gear body geometry with advanced stiffness formulation•Evaluates tip contact (approximation)Gear ContactMethodology HighlightsKey Features.Transmission BuilderSummaryNew Simulation Solution for GearsMulti-Body Simulation of TransmissionsMulti-Body Simulation of Transmissions SummaryValidated methodologySuperior insight in transmission vibrationsAutomated creation of transmission modelsGear simulation as accurate as FE whileextremely fast•Create CAD + MBD model•Connect and position housing•Add flexible modes (Autoflex)•Set up load casesSimcenter 3D Motion Simulate TransmissionDynamic bearing forcesSimulateAcoustic Simulation of TransmissionsTransmission Engineering ProcessTypical process for NVH analysisMore efficient process in Simcenter 3DTransmission Error or Stiffness, parametersAcoustics, NVH •Gear whine •Gear rattleEnd-to-end integrated process for transmission simulation from CAD to Loads to NoiseTransmission Builder →Motion →Motion-to-Acoustics →Acoustic Analysis•Automatic creation of multi-body simulation models •Accurate 3D simulation of gear forces•Semi-automatic link of gear forces to vibro-acoustics •Efficient and accurate acoustic simulationsPre-processing of loads orsurface vibrationsTransmission layout (stages, dimensions)Multi-body simulation •Simulation of forcesand dynamicsPositioning, dimensions…Gear-centric tool•Analysis of gear pairs.Acoustic Simulation of TransmissionsAcoustic SimulationPost-ProcessingSummaryAcoustic Process OverviewvvcvMulti-body simulation resultsD a t a p r o c e s s i n g a n d m a p p i n gLoad Recipe Time series Frequency spectraWaterfalls OrdersNoise PredictionMeasured dataORAcoustic Process OverviewFrom Motion to AcousticsInput Loads Time Data to Waterfallof Time DataFFT Post-Processing•Multi-body simulation results•Data selection (forces, vibrations)•Automatic mapping •Multiple RPM•RPM function•Frame size definition•Time range selection•Time segmentation•Fourier transform(windowing, frequencyrange, averaging)•Waterfalls•Functions•Order-cut analysis Benefits•Quick switch between Motion and Acoustics solutions•Efficient data processing (fast pre-solver)•Automatic data mapping•Pre-processing time reductionAcoustic Process Overview Acoustic SimulationGeometry Preparation Meshing andAssemblyStructural/AcousticPre-ProcessingSolver Post-Processing•Holes closing •Blends removal •Parts assembly •Mesh mating•Bolt pre-stress•Structural meshing•Acoustic meshing•Loading frommulti-body analysis•Fluid-StructureInterface•Output requests•Simcenter NastranVibro-Acoustics(FEM AML,FEMAO, ATV)•Structural results•Acoustic results•Contributionanalysis (modes,panels, grids) What-If, Optimization, Feedback to DesignerBenefits•Efficient model set-up•Efficient, accurate solutions•Quick solution update•Deep insight into results.Acoustic Simulation of TransmissionsAcoustic SimulationPost-ProcessingSummaryAcoustic SimulationModel Preparation –MeshesFrom multi-body analysis•CAD geometry•Structural mesh of body→Used to compute structural modes included in Motion model when accounting for flexibility of body Specific to acoustic analysis•Acoustic mesh around body for exterior noise radiation →Geometry cleaning (ribs removal, holes filling)→Surface and convex meshing →3D elements filling•Microphone mesh for acoustic responseAssembly of structural and acoustic meshesBenefits•Easy, fast, efficient model set-up•Quick switch between CAD and FEM environments •Quick update with associativity of meshes to CAD •Flexible modelling through assemblyAssociativityModel Preparation –Loads and Boundary Conditions Structural constraints and loads•Fixed constraints•Multi-body forces applied at center of bearings→Automatic mapping→Data processing (time to waterfall of time data, FFT) Acoustic boundary conditions•AML (Automatically Matched Layer)→Non-reflecting boundary condition to absorb outgoing acoustic wavesFluid-structure interface•Weak or strong couplingTime dataTo Waterfall of Frequency dataBenefits•Easy, fast, efficient model set-up•Quick switch between FEM and SIM environmentsρc AMLSize ~ 190k nodes ~ 14k nodes Timex s/freq.x/20s/freq.AML (Automatically Matched Layer)•Automatic creation of PML (Perfectly Matched Layer) at solver levelFull absorption of outwards-traveling waves•First, accurate results in “physical” (red) FEM domain •Then, accurate results outside the FEM domain (green), through post-processing •PML layer very close to radiatorBenefits•No manual creation of extra absorbing layer •Optimal absorption •Lean FEM model •Fast computationSolver Technologies –FEM AMLATV (Acoustic Transfer Vector)•Single computation of acoustic transfer vector between vibrating surface and microphones{p ω}=ATV ω×{v n (ω)}•Independence of ATV from load conditions (RPM, order)•For exterior radiation, smooth ATV functions in frequencyBenefits•Large frequency steps for ATV computation, and interpolation for acoustic response •Fast multi-RPM analysisSolver Technologies –ATV=+p ωv n (ω)304050607080901001003005007009001100130015001700S o u n d P r e s s u r e L e v e l (d B )f (Hz)FEMATV Response Frequency100-1700 Hz 100-1700 HzTime22 min3 minNo ATV ATVFEMAO (FEM Adaptive Order)•High-order FEM with adaptive order refinement •Hierarchical high-order shape functions•Auto-adapting fluid element order at each frequency (dependent on f, local c0, local ℎ), to maintain accuracy Benefits•Lean single coarse acoustic mesh •Optimal model size at each frequency •Huge gains vs standard FEM •Faster at lower frequencies•More efficient at higher frequencies • 2 to 10 x fasterAcoustic SimulationSolver Technologies –FEMAOStandard FEM →1 single model for all frequenciesStandard FEM →several modelsfor different frequency rangesFEMAO →1 single model for all frequenciesLess DOF required forFEMAO Optimal DOF size over all frequenciesEdge Shape Functions Face Shape FunctionsFEM FEMAO.Acoustic Simulation of TransmissionsAcoustic SimulationPost-ProcessingSummaryRigid body vs Flexible body•No significant difference at low frequencies •Above 1400 Hz, more frequency content due to structural modes of flexible housing structurePlain gears vs Lightweight gears (flexible body)•Low harmonic at 200 Hz (6000 RPM), due to gear stiffness variation with holes in lightweight gear •Side band due to tooth stiffness variation (amplitude effect due to coupling with holes)Bearing Forces Frequency Domain Benefits•Deeper insight on input forces•Quick solution update for comparative studies involving design/modelling changesPlain gears vs Lightweight gears (flexible body)•Low RPM•Significant impact of lightweight gears •High RPM•Extra frequency content at low frequenciesRigid body vs Flexible body •Low frequencies•Reduced impact of flexibility •High frequencies•Larger impact of flexibilityRadiated Acoustic Power Functions300 RPM –Plain gears300 RPM –Lightweight gear 5900 RPM –Plain gears5900 RPM –Lightweight gears300 RPM –Rigid body 300 RPM –Flexible body 1500 RPM –Rigid body 1500 RPM –Flexible bodyBenefits•Efficient post-processing for results analysis •Quick solution update for comparative studiesinvolving design/modelling changesRigid Body vs Flexible Body Benefits•Efficient post-processing forresults analysis•Global overview oncorrespondencebetween source(dynamic forces)and receiver(acoustic power)Plain Gears vs Lightweight Gears Benefits•Efficient post-processing forresults analysis•Global overview oncorrespondencebetween source(dynamic forces)and receiver(acoustic power)Contribution AnalysisExamplesMultiple results types: structural displacements and modes, equivalent radiated power, acoustic pressure and power, panel contributions to pressure and power, grid contributions, etcBenefits•Efficient post-processing forresults analysis•Deepunderstanding ofmodel behaviorthrough multipleresults types Structural displacements Acoustic pressure Grid contributionsPanel contributions.Acoustic Simulation of TransmissionsAcoustic SimulationPost-ProcessingSummaryAcoustic Simulation of Transmissions SummaryEfficient model set-up with CAD associativity for quicksolution updateSuperior insight in vibro-acoustic responseFast and accurate solver technologiesMore efficient link of gear forces from Motion toAcoustics =+p ωv n (ω)Associativity•Transfer bearing forces into frequency domain•Set-up vibro-acoustic model•Map bearing forces onto vibro-acoustic modelSimcenter 3D Acoustics Simulate TransmissionSimulateAcoustic resultsConclusionUnrestricted © Siemens AG 20192019-05-08Page 42Siemens PLM SoftwarePredict and Reduce Gear Whine Noise 5 Times FasterGenerate transmission gearbox models automatically and boost vibro-acoustic performanceSimcenterTransmission Builder Motion Simulation Acoustic SimulationAutomation removes 80% of workload for transmission model generation New gear solver increases efficiencyand accuracy Automatic motion-to-acoustics linksimplifies pre-processing Fast acoustic solver gives superiorinsight to responseUnrestricted © Siemens AG 20192019-05-08Page 43Siemens PLM SoftwareEasy workflow from design specifications NVH gear whine analysisHyundai Motor CompanyGear Whine Analysis of Drivetrains Using Simcenter Simulation & Services•Predictive simulation for system level NVH and gear whine•Bring 3D simulation to the next level of usability, towards an holistic generative approach for drivetrain design and NVH“Simcenter Engineering and Consulting services helped us use the right analysistools to cover the entire gear transmission analysis […] The Simcenter 3D Transmission Builder software tool is well suited for our engineering purposes”Mr. Horim Yang, Senior Research Engineer•Simcenter 3D Motion and Transmission Builder for system level NVH in multibody •Simcenter Engineering and Consulting for solving complex engineering issues AutomaticCAD and multibody creationAccurateFE-based gear elementsMulti-disciplinaryCAD-FEMMultibody-Acoustichttps://youtu.be/bBM5TPP6iBg。

水平井钻柱系统动力学特性分析模型的建立

水平井钻柱系统动力学特性分析模型的建立

◀钻井技术与装备▶水平井钻柱系统动力学特性分析模型的建立∗吴泽兵㊀张文溪㊀袁若飞㊀沈飞㊀刘家乐㊀贺啸林(西安石油大学机械工程学院)吴泽兵,张文溪,袁若飞,等.水平井钻柱系统动力学特性分析模型的建立[J ].石油机械,2023,51(11):61-69,131.Wu Zebing ,Zhang Wenxi ,Yuan Ruofei ,Wu Yanxian ,et al.Establishment of dynamic characteristics analysis mod-el for drill string system of horizontal well [J ].China Petroleum Machinery ,2023,51(11):61-69,131.摘要:相较于直井及斜直井,水平井应用较广,但目前关于水平井整体钻柱动力学特性的研究不够深入㊂为探究其动力学特性,基于有限单元法以及钻柱动力学方程,综合考虑弯曲井眼轨道㊁钻柱与井壁非线性碰撞接触等因素,建立水平井钻柱系统钻进仿真模型,将仿真模型结果与Johancsik 模型对比,验证了仿真模型的准确性㊂通过模拟钻进全程来剖析稳定器㊁大钩载荷以及卡钻情况对钻柱系统整体动力学特性的影响㊂研究结果表明:三维模拟分析钻柱与井壁接触力及钻柱振动验证了稳定器可减少钻柱与井壁的碰撞;当卡钻情况发生时,水平段和竖直段钻柱屈曲特性逐渐从螺旋屈曲转变为正弦屈曲;较之于未施加大钩载荷的情况,施加大钩载荷后降低了钻柱的钻进速度,缓解了钻柱的振动,验证了实际作业中施加大钩载荷的必要性;经模拟分析确定临界大钩载荷,当在钻柱端施加的大钩载荷大于临界值时,钻柱在钻进过程中会发生卡钻的情况;当其小于临界值时,大钩载荷的值越大钻柱轴向进给及横向振动越稳定,钻柱与井壁的接触力越小,在实际钻井作业中可依据井况调整大钩载荷的值㊂研究成果可为钻柱研究设计及结构优化提供参考㊂关键词:水平井;钻柱系统;动力学特性;屈曲;卡钻中图分类号:TE921㊀文献标识码:A㊀DOI:10.16082/ki.issn.1001-4578.2023.11.008Establishment of Dynamic Characteristics Analysis Modelfor Drill String System of Horizontal WellWu Zebing㊀Zhang Wenxi㊀Yuan Ruofei㊀Shen Fei㊀Liu Jiale㊀He Xiaolin(Mechanical Engineering College ,Xi a n Shiyou University )Abstract :Compared with vertical and slant wells,horizontal wells are widely used,but the research on theoverall dynamic characteristics of the drill string in horizontal wells is not deep enough.To explore its dynamiccharacteristics,based on the finite element method and the dynamic equation of the drill string,after having com-prehensively considered factors such as crooked hole trajectory,and nonlinear collision contact between the drill string and the borehole wall,a simulation model for drilling of drill string system in a horizontal well was built;then,the simulation model results were compared with the Johancsik model to verify the accuracy of the simulationmodel;finally,by means of simulating the entire drilling process,the impact of stabilizer,hook load and stickingcondition on the overall dynamic characteristics of the drill string system was analyzed.The research results are as follows.First,the 3D simulation analysis on the contact force between the drill string and the borehole wall as well16 ㊀2023年㊀第51卷㊀第11期石㊀油㊀机㊀械CHINA PETROLEUM MACHINERY㊀㊀㊀∗基金项目:陕西省重点研发计划项目 基于深度学习的智能送钻系统目标钻压实时获取及控制优化 (2022KW -10);西安石油大学研究生创新与实践项目 水平井钻柱系统的工作特性分析 (YCS23114149)㊂as the vibration of the drill string verifies that the stabilizer can reduce the collision between the drill string and the borehole wall.Second,when sticking occurs,the buckling characteristics of the drill string in horizontal and verti-cal sections gradually change from helical buckling to sinusoidal buckling.Third,compared with the situation where the hook load is not applied,the application of the hook load reduces the drilling speed of the drill string, and alleviates the vibration of the drill string,verifying the necessity of applying hook load in actual operation. Fourth,the critical hook load is determined by simulation analysis,when the hook load applied to drill string is greater than the critical value,the drill string suffers from sticking during the drilling process,but when the hook load applied to drill string is less than the critical value,the larger the value of the hook load,the more stable the axial feed and lateral vibration of the drill string,the smaller the contact force between the drill string and the bore-hole wall,and the value of the hook load can be adjusted based on the well conditions in actual drilling operations. The research results provide assistance for the research design and structural optimization of drill strings. Keywords:horizontal well;drill string system;dynamic characteristics;buckling;sticking0㊀引㊀言随着石油钻井技术的应用日益广泛,钻柱失效问题也日益突出㊂因此,钻井工程中急需了解钻柱在井下的运动状态,以进行钻柱的动力学特性方面的研究[1-2]㊂水平井是从垂直井段转变为水平井段,钻井施工难度较大㊂钻柱具有很大的长细比,其动力学特性的研究十分困难[3-4]㊂钻具组合优化㊁钻井参数优选等一系列问题可通过钻柱动力学来解决[5]㊂美国Tulsa大学的M.W.DYKSTRA[6]借鉴其他领域中解决转子动力学问题的方法来研究钻柱并完成了 非线性钻柱动力学 ㊂毛良杰等[7]基于钻柱动力学原理分析了底部钻具组合的疲劳寿命㊂吴泽兵等[8]基于AD-AMS软件,建立水平井全井钻柱-井壁动态非线性接触模型,分析了水平井钻柱接触力分布情况㊂石明顺[9]基于钻井钻柱非线性动力学模型对定向钻井中钻柱-井壁系统进行非线性动力学仿真分析㊂ZHU X.H.等[10]基于考虑了轴向㊁横向和扭转振动的有限元模型,通过改变井身结构和底部钻具组合等,探讨了钻柱系统振动特性差异较大的原因㊂N.K.TENGESDAL等[11]基于拉格朗日方法,提出了一种考虑侧向弯曲㊁纵向运动和扭转变形的钻柱动态模型㊂冯群芳等[12]采用拉格朗日方程建立了斜井下钻柱横-扭耦合非线性动力学模型,总结了钻柱与井壁接触㊁钻柱扭矩耗散和井眼轨迹等因素对钻柱系统动力学特性的影响规律㊂朱杰然等[13]分析了无钻压加载条件下的水平井钻柱系统在不同井段和不同钻井工况参数下的动力学响应㊂亓传宇等[14]分析并总结了钻井深度对煤矿水平井钻柱水平段振动特性的影响规律㊂前期钻柱系统动力学特性分析大多数是对直井或斜井内水平段或造斜段部分钻柱进行研究,分析时假定钻柱已钻进某一特定深度而并未考虑整个钻进过程㊂为此,笔者建立水平井钻柱仿真模型,模拟钻进全过程,揭示了钻柱的整体动力学特性,讨论了稳定器㊁大钩载荷以及卡钻情况对钻柱动力学特性的影响,以期更好地了解井筒内钻柱的实际运动状态,为钻柱研究设计及结构优化提供参考㊂1㊀钻柱动力学模型1.1㊀坐标系及坐标变换水平井井眼轴线的形态是一条曲率不定的空间螺旋线[15]㊂在钻井过程中,假设井眼轴线与钻柱尚未变形时的轴线重合,为了便于描述钻柱的受力变形和井眼的形体,引用了整体坐标系和局部坐标系[16]㊂在整体坐标系中,地理北向为X轴的正向,地理东向为Y轴的正向,而Z轴的正向则是由井口指向井底,井口处设置坐标原点㊂局部坐标系中钻柱的轴线为x轴,其正向为钻柱轴向进给方向; y轴垂直于x轴并指向靠近地面方向,由右手坐标系的规则来确定㊂图1㊀全局坐标与局部坐标示意图Fig.1㊀Schematic diagram of global and local coordinates26 ㊀㊀㊀石㊀油㊀机㊀械2023年㊀第51卷㊀第11期以整体坐标系X 轴为旋转轴,顺时针旋转α角,就可以从原来的坐标系OXYZ 转变为用来描述钻柱单元的局部坐标系Ox 1y 1z 1,如图2a 所示㊂具体的转换公式为:x y z éëêêêùûúúú=100cos α-sin α0sin αcos αéëêêêùûúúúx 1y 1z 1éëêêêêùûúúúú(1)图2㊀坐标转换示意图Fig.2㊀Schematic diagram of coordinate conversion㊀㊀然后再绕转换后的局部坐标系y 1顺时针转θ角,从Ox 1y 1z 1坐标系转换为用来描述钻柱单元的局部坐标系Ox 2y 2z 2,如图2b 所示㊂其表达式为:x 1y 1z 1éëêêêêùûúúúú=cos θ0sin θ010-sin θcos θéëêêêùûúúúx 2y 2z 2éëêêêêùûúúúú(2)㊀㊀结合式(1)和式(2),整体坐标系转换2次后,转变为描述钻柱单元的局部坐标系,具体转换关系式为:x y z éëêêêùûúúú=cos θ0sin θsin αsin θcos α-sin αcos θ-sin θcos αsin αcos αcos θéëêêêùûúúúx 2y 2z 2éëêêêêùûúúúú(3)1.2㊀动力学模型钻柱单元位移和节点力如图3所示㊂图3㊀钻柱单元节点位移和节点力示图Fig.3㊀Schematic diagram for nodal displacementand nodal force of drill string unit㊀㊀在局部坐标系下,任一钻柱单元在t 时刻的节点广义位移㊁广义速度和广义加速度向量表达式分别为:d e (t )=u i (t ),v i (t ),w i (t ),θix (t ),θiy (t ),θiz (t ),u j (t ),v j (t ),w j (t ),θjx (t ),θjy (t ),θjz (t )[](4)d •e (t )=u •i (t ),v •i (t ),w •i (t ),θ•ix (t ),θ•iy (t ),θ•iz (t ),u •j (t ),v •j (t ),w •j (t ),θ•jx (t ),θ•jy (t ),θ•jz (t )[](5)d ••e (t )=u ••i (t ),v ••i (t ),w ••i (t ),θ••ix (t ),θ••iy (t ),θ••iz (t ),u ••j (t ),v ••j (t ),w ••j (t ),θ••jx (t ),θ••jy (t ),θ••jz (t )[](6)式中:u ㊁v ㊁w 分别为钻柱单元轴向位移㊁y 轴方向位移和z 轴方向位移,m;θ为钻柱单元扭转角度,(ʎ);下标i ㊁j 为钻柆单元两个端点位置的量;d e (t )㊁d •e (t )㊁d ••e (t )分别为t 时刻的节点广义位移㊁广义速度和广义加速度向量㊂钻柱单元广义位移㊁广义速度和广义加速度公式分别为:f (t )=N d e (t )(7)f (t )•=N d •e (t )(8)f (t )••=N d ••e (t )(9)式中:f (t )㊁f (t )•㊁f (t )••分别为广义位移㊁广义速度和广义加速度;N 为形函数矩阵㊂N =N u N v N w N θìîíïïïïïüþýïïïïïN 100000N 200N 3000N 40N 5000N 600N 30-N 4000N 50-N 60000N 100000N 200éëêêêêêêùûúúúúúú(10)式中:N 1=1-x l ;N 2=x l ;N 3=1-3x 2l 2+2x 3l 3;N 4=x -2x 2l +x 3l 2;N 5=3x 2l 2-2x 3l3;N 6=-x 2l -x3l 2;l 为钻柱单元的长度,m㊂钻柱单元的几何方程和物理方程分别为:ε(t )=B L +12B NL (t )d e (t )éëêêùûúú(11)σ(t )=D ε(t )-D ε0+σ0(12)式中:B NL ㊁B L 为应变矩阵;D 为弹性矩阵,Pa;36 2023年㊀第51卷㊀第11期吴泽兵,等:水平井钻柱系统动力学特性分析模型的建立㊀㊀㊀ε0为钻柱单元初应变;ε(t )为t 时刻单元应变;σ(t )为t 时刻单元应力,Pa;σ0为钻柱单元初始应力,Pa㊂基于多自由度系统的Lagrange 方程推导钻柱单元运动方程为:d d t (T -U )d •e {}- (T -U ) d e {}+ R d •e{}={0}(13)T =12ʏV eρf •T f •d V(14)R =c f •T f•(15)U =12ʏV eεT σd V +f T R GN -ʏA ef TP Ad A -ʏV ef TP Vd V -f TP e-d Te Re G(16)式中:T ㊁U ㊁R 分别是钻柱单元的动能(J)㊁势能(J)和耗散函数(J /s);P V ㊁P A ㊁P e 分为单元体力向量(N /m 3)㊁面力向量(N /m 2)和节点力向量(N);ρ为单元密度,g /cm 3;c 为单元阻尼系数,N㊃s /m;f •㊁f •T 为速度及速度转置,m /s;V ㊁V e 为节点体积,m 3;A ㊁A e 为节点面积,m 2㊂将式(14)㊁式(15)㊁式(16)代入式(13),化简后得到钻柱单元动力学方程:M e d ••e (t )+C e (t )d •e +(K e 0+K e N (t )+K e σ(t )+K e G (t ))d e (t )=F e (t )+R e G (t )(17)式中:M e 为钻柱节点质量,kg;C e 为钻柱节点阻尼系数,N㊃s /m ;K e 0为钻柱单元的线性刚度矩阵,N /m;K e N 为单元大位移刚度矩阵,N /m;K eσ为单元几何刚度矩阵,N /m;K e G 为单元动力间隙元刚度矩阵,N /m;F e 为等效节点力向量,N;R e G 为摩阻力和阻力矩阵,N㊂由单元动力学方程得到钻柱系统动力学方程为:M d ••(t )+C (t )d •(t )+K (t )d (t )=F (t )+R G (t )(18)1.3㊀边界条件(1)上边界条件㊂井口边界是地基边界则为固定位移边界㊂在扭转方向上,井口为已知扭转角位移㊁角速度和角加速度边界㊂(2)下边界条件㊂钻头破岩时做轴向移动和旋转运动,钻压和扭矩同时作用于钻头上,将井底钻头处的横向线位移固定㊁角位移自由㊁扭转角位移为已知力边界㊂(3)钻柱与井壁碰撞接触边界㊂钻柱与井壁的碰撞接触沿井深和井眼圆周方向呈多点㊁多方位的随机分布㊂钻柱与井壁的碰撞模型如图4所示㊂钻柱与井壁碰撞接触产生碰撞反力R Gn 的同时还会产生附加力矩,为:R Gt =μ1R GnR GA =μ2R Gn M Gt =d 2R GtM GA =d 2R GA ìîíïïïïïïïï(19)式中:R Gt 为切向摩阻力,N;R GA 为轴向摩阻力,N;μ1为静摩擦因数;μ2为动摩擦因数;M Gt ㊁M GA 分别为扭矩和弯矩,N㊃m㊂1.4㊀Johancsik 模型Johancsik 模型是Johancsik 提出的一种从钻柱底部开始计算,逐步向上进行的一种计算钻柱阻力和轴向力的模型㊂Johancsik 提出钻柱的每一个短单元都对总运行载荷的轴向和扭转载荷有较小的增量[17],从钻柱底部单元开始迭代计算即可推算出每个单元的轴向载荷及顶部单元大钩载荷的值㊂图5a 和图5b 分别说明了钻柱单元受力及钻柱钻进时作用在钻柱元件上的力㊂图4㊀钻柱与井壁碰撞模型Fig.4㊀Collision model of drill string and borehole wall其中,法向力F n 是重力W 和2个拉力F t ㊁F t +ΔF t 的法向分量的负矢量和,表达式为:46 ㊀㊀㊀石㊀油㊀机㊀械2023年㊀第51卷㊀第11期F n=F tΔαsinθ()2+F tΔθ+W sinθ()2[]⅟(20)㊀㊀由F n的方程式可得到ΔF t的方程式:ΔF t=W cosθ ʃμF n(21)式中:Δα为方位角随元件长度的增加量,rad;Δθ为元件长度上倾角的增加量,rad;θ 为元件的平均倾斜角,(ʎ);μ为钻柱与井筒之间的滑动摩擦因数㊂图5㊀钻柱单元受力分析Fig.5㊀Force analysis of drill string unit2㊀钻柱动力学仿真模型建立2.1㊀基本假设(1)忽略钻柱螺纹连接处㊁局部孔和槽等位置的刚度;(2)保持井眼直径及曲率不变,其横截面始终为圆形;(3)钻柱视为均质圆环截面弹性梁单元组成,钻柱变形处于线弹性;(4)不考虑钻井液的影响;(5)钻柱钻进前,其轴线与井眼轴线重合,钻头与井筒之间无间隙㊂2.2㊀三维仿真模型建立利用SolidWorks软件建立钻柱单元模型㊁扶正器㊁ø311mm钻头以及井壁模型,并完成水平井钻柱模型装配㊂各部件的具体尺寸为:钻柱外径127.0 mm,内径76.0mm,总长480.0mm,密度7801 kg/m3,弹性模量207GPa;井筒外径400.0mm,内径315.0mm,竖直井段长100m,弯曲段曲率半径180m,水平段长100m;钻头最大外径311.0mm㊂2.3㊀钻柱单元柔性化及动力学仿真模型建立为了使仿真模拟更加贴近实际情况,将三维模型导入ADAMS软件后设置钻柱单元材料为刚体,单元与单元之间固定连接,钻柱单元逐个采用AD-AMS软件柔性化模块直接柔性化㊂其他零部件如井筒㊁钻头㊁扶正器等的材料设置成刚体,井筒与大地为固定副,形成刚柔耦合的动力学仿真模型,如图6所示㊂图6㊀钻柱刚柔耦合的动力学仿真模型Fig.6㊀Dynamic simulation model forrigid-flexible coupling of drill string2.4㊀约束条件和接触关系井口钻柱受大钩载荷和转盘约束影响,只能沿轴向运动和绕轴转动,剩余自由度全部约束㊂钻头破岩时做轴向移动和旋转运动,其横向位移受到约束,此外还受钻头与地层的相互作用产生的激振力和扭矩的作用[18]㊂ADAMS提供了3种接触力的计算方法,分别是Restitution㊁Impact和User Defined㊂其中,Im-pact是基于碰撞函数的接触算法,由于井壁和钻柱是随机碰撞接触,所以接触力选用Impact方法求解㊂参数设置:刚度K为35000,阻尼c为28,指数为1.5,透深为0.1,静摩擦因数为0.05,动摩擦因数为0.03㊂2.5㊀模型验证为确保仿真结果的可靠性,用Johancsik模型与笔者建立的水平井钻柱系统钻进仿真模型计算钻柱钻进时产生的轴向力,2种计算结果对比如图7所示㊂图7㊀Johancsik模型与ADAMS模型结果对比Fig.7㊀Comparison of results from Johancsik and ADAMS models562023年㊀第51卷㊀第11期吴泽兵,等:水平井钻柱系统动力学特性分析模型的建立㊀㊀㊀从图7可以看到,2种模型得到的轴向力变化趋势基本一致,进一步验证了仿真模型的正确性㊂3㊀动力学特性分析3.1㊀稳定器对钻柱动力学特性的影响3.1.1㊀稳定器对钻柱接触力的影响在建立的钻柱刚柔耦合仿真模型上添加稳定器来分析稳定器对钻柱动力学特性的影响,仿真结果如图8所示,其中红色箭头为钻柱与井筒的接触力㊂图8㊀水平井钻柱模型钻进仿真结果Fig.8㊀Drilling simulation results ofdrill string model of horizontal well图9为有㊁无稳定器钻头处接触力随时间变化曲线对比㊂从图9可以看出,钻柱加稳定器后,钻头与井壁的接触力幅值变化明显小于未加稳定器的情况㊂这个现象说明,钻柱加稳定器后减少了钻柱与井壁的碰撞,使得钻柱与井壁的接触次数减少,随之产生的接触力也相对较小㊂图9㊀有㊁无稳定器钻头处接触力随时间变化曲线对比Fig.9㊀Variation of contact force overtime at bit with and without stabilizers3.1.2㊀稳定器对钻柱横向振动特性的影响图10展示了钻柱在钻进过程中有㊁无稳定器对钻头处横向位移㊁速度㊁加速度的影响㊂从图10可以发现,加稳定器后钻头处的横向位移㊁速度㊁加速度均减小,即钻头处的横向振动减弱,这进一步验证了前文所述的加稳定器后钻柱与井壁的接触频率降低这一结论的正确性㊂图10㊀有㊁无稳定器钻头处横向振动特性对比曲线Fig.10㊀Lateral vibration characteristics at bit with and without stabilizers3.2㊀卡钻对钻柱屈曲特性的影响3.2.1㊀卡钻对水平段钻柱屈曲特性的影响为分析卡钻对钻柱屈曲特性的影响,模拟卡钻的情况对钻柱进行屈曲特性仿真分析㊂将钻柱-钻头-井壁模型简化为钻柱-井壁模型,以便于仿真计算分析㊂在水平井钻柱钻进的过程中,钻头发生卡钻时,钻柱水平段不同时刻的屈曲特性如图11所示㊂66 ㊀㊀㊀石㊀油㊀机㊀械2023年㊀第51卷㊀第11期图11㊀钻柱水平段不同时刻屈曲特性Fig.11㊀Buckling characteristics of drill string in horizontal section at different times㊀㊀从图11可以清楚看到,在重力的作用及钻柱底部卡钻的影响下,井眼内的钻柱水平段形态随时间的变化而发生变化㊂从0.6~2.4s 钻柱的截面角位移大于30ʎ,钻柱的屈曲变形为螺旋屈曲;从2.4~3.6s 钻柱产生截面小于30ʎ的角位移,钻柱的屈曲变形为正弦屈曲㊂由此分析可得,钻柱随着时间的延续,钻柱屈曲特性逐步从螺旋屈曲转变为正弦屈曲㊂图11的红色线箭头展示了在不同时刻水平段钻柱与井壁的接触力㊂从图11可以直观地看到钻柱与井壁的接触力的数量也在随时间的延续而增加㊂3.2.2㊀卡钻对竖直段钻柱屈曲特性的影响图12为钻头卡钻情况发生时钻柱竖直段不同时刻的屈曲特性㊂图12㊀钻柱竖直段不同时刻屈曲特性Fig.12㊀Buckling characteristics of drill string in vertical section at different times㊀㊀由图12可知,与钻柱水平段情况相似,在钻柱自重及底部卡钻双重影响下,井眼内的钻柱竖直段形态随时间的变化而变化,钻柱与井壁的接触碰撞也发生相应的变化㊂0.4~1.6s 井筒内的下半段钻柱与井筒外上半段钻柱均出现螺旋屈曲现象;1.6~2.8s 井筒内的下半段钻柱发生正弦屈曲变形,井筒外上半段钻柱依旧发生螺旋屈曲变形;2.8~3.6s 钻柱整体变形为正弦屈曲㊂归纳可得,竖直段钻柱变形规律为随着时间的延续钻柱由螺旋屈曲向正弦屈曲转化㊂3.3㊀大钩载荷对钻柱动力学特性的影响3.3.1㊀大钩载荷对钻柱接触力的影响图13描述了有㊁无大钩载荷时钻头处接触力随时间变化的情况㊂从图13可直观地发现,加大钩载荷后井壁与钻柱的接触力明显减小,这种情况说明大钩载荷有利于减少钻柱与井壁的碰撞以及钻柱失效情况的发生,进一步说明研究大钩载荷对钻柱动力学特性的影响十分必要㊂76 2023年㊀第51卷㊀第11期吴泽兵,等:水平井钻柱系统动力学特性分析模型的建立㊀㊀㊀图13㊀有、无大钩载荷钻头处接触力随时间变化曲线对比Fig.13㊀Variation of contact force overtime at bit with and without hook loads为讨论大钩载荷对钻柱动力学特性的影响且考虑所建钻柱模型重力为311.726kN,笔者对钻柱模型分别施加240㊁250㊁260及270kN 的大钩载荷㊂经仿真分析发现,当施加270kN 的大钩载荷时,钻柱在钻进过程中会发生停止钻进的情况㊂确定在钻柱顶端可施加的临界大钩载荷为260kN 左右㊂这说明在实际作业中,在钻头处施加大钩载荷时,应先模拟计算得到临界大钩载荷值,且应根据实时工况随时调整大钩载荷数值㊂3.3.2㊀大钩载荷对钻柱轴向进给特性的影响大钩载荷对钻头处进给速度及进给加速度的影响如图14所示㊂由图14可得,在钻柱施加大钩载荷后钻柱的进给速度增长明显减缓,钻柱的进给加速度的幅值变化也明显降低㊂其中当施加的大钩载荷小于等于临界值时,大钩载荷数值越大钻柱的进给速度及加速度便越小㊂结果表明,施加大钩载荷后会降低钻柱的钻进速度,减少底部岩石对钻头的破坏,对钻柱有一定的保护作用,亦可通过调节大钩载荷来控制钻柱的钻进速度㊂图14㊀不同大钩载荷时钻柱轴向进给特性Fig.14㊀Axial feed characteristics ofdrill string under different hook loads3.3.3㊀大钩载荷对钻柱横向振动特性的影响图15给出了不同大钩载荷钻头处横向振动特性对比曲线㊂图15㊀不同大钩载荷时钻头处横向振动特性Fig.15㊀Lateral vibration characteristics at bit under different hook loads㊀㊀从图15可以看到,加大钩载荷后钻头处的横向位移㊁速度及加速度明显小于未加大钩载荷时,且这3个变量随大钩载荷的增加而减少㊂这种情况说明钻柱顶部的大钩载荷减少了钻柱的横向振动,恰恰验证了前文所述的施加大钩载荷后降低了钻柱与井壁碰撞频率的正确性,以及当大钩载荷值小于临界载荷时,大钩载荷的值越大钻柱横向振动越稳定,与井壁碰撞频率越低㊂4㊀结论及认识(1)模拟水平井钻柱系统钻进全程,验证了86 ㊀㊀㊀石㊀油㊀机㊀械2023年㊀第51卷㊀第11期钻柱加稳定器后可减小钻柱与井壁的碰撞频率,使得钻柱与井壁的接触减少,随之产生的接触力及横向振动也相对较小㊂(2)模拟钻头发生卡钻的情况,水平段钻柱随着时间的延续,钻柱屈曲特性逐步从螺旋屈曲转变为正弦屈曲;竖直段钻柱变形规律类似,即随着时间的延续,钻柱由螺旋屈曲向正弦屈曲转化㊂(3)经模拟分析确定临界大钩载荷值为260 kN,当在钻柱端施加的大钩载荷大于临界值时,钻柱在钻进过程中会发生卡钻的情况;当施加的大钩载荷小于临界值时,大钩载荷的值越大,钻柱横向振动越稳定,与井壁碰撞频率越低,钻柱与井壁的接触力也就越小㊂(4)未考虑钻井液㊁槽的刚度等复杂条件对水平井钻柱系统的影响,则模拟结果具有一定的局限性,因此在对钻柱系统动力学特性分析及优化时,应考虑这些复杂条件㊂参㊀考㊀文㊀献[1]㊀张鹤.超深井钻柱振动激励机制及动力学特性分析[D].上海:上海大学,2019.ZHANG H.Research on the mechanism of vibration ex-citation and the drillstring dynamics in ultra-deep wells[D].Shanghai:Shanghai University,2019.[2]㊀孙鸿远.钻柱系统的耦合振动及稳定性研究[D].沈阳:东北大学,2019.SUN H Y.Research on coupled vibration and stability ofdrilling system[D].Shenyang:Northeastern University,2019.[3]㊀狄勤丰,王文昌,胡以宝,等.钻柱动力学研究及应用进展[J].天然气工业,2006,26(4):57-59.DI Q F,WANG W C,HU Y B,et al.Study and ap-plication of drilling string dynamics[J].Natural GasIndustry,2006,26(4):57-59.[4]㊀李明月.水平段随钻扩眼钻具系统非线性振动特性研究[D].成都:西南石油大学,2019.LI M Y.Study on nonlinear vibration characteristics ofBHA system while drilling in horizontal section[D].Chengdu:Southwest Petroleum University,2019.[5]㊀温欣.大斜度井眼中钻柱动力学特性模拟实验研究[D].东营:中国石油大学(华东),2015.WEN X.Study of drill string dynamic characteristics inhighly-deviated borehole through simulation experiment[D].Dongying:China University of Petroleum(EastChina),2015.[6]㊀DYKSTRA M W.Nonlinear drill string dynamics[D].Tulsa:The University of Tulsa,1996.[7]㊀毛良杰,甘伦科,幸雪松,等.基于钻柱动力学的底部钻具组合疲劳寿命研究[J].石油机械,2022,50(9):1-9.MAO L J,GAN L K,XING X S,et al.Study on fa-tigue life of BHA based on drill string dynamics[J].China Petroleum Machinery,2022,50(9):1-9.[8]㊀吴泽兵,黄海,郑维新,等.基于机械系统动力学自动分析水平井钻柱-井壁接触仿真分析水平井钻柱-井壁接触仿真分析[J].科学技术与工程,2020,20(33):13762-13768.WU Z B,HUANG H,ZHENG W X,et al.Contactsimulation analysis of horizontal well drillstring-wellborebased on automatic dynamic analysis of mechanical sys-tems software[J].Science Technology and Engineer-ing,2020,20(33):13762-13768.[9]㊀石明顺.煤矿定向井中钻柱非线性动力学特性模拟与分析[D].淮南:安徽理工大学,2020.SHI M S.Simulation and analysis of nonlinear dynamiccharacteristics of drill string in coal mine directional well[D].Huainan:Anhui University of Science and Tech-nology,2020.[10]㊀ZHU X H,ZENG L,LI B.Vibration analysis of adrillstring in horizontal well[J].Computer Modelingin Engineering&Sciences,2019,121(2):631-660.[11]㊀TENGESDAL N K,HOLDEN C,PEDERSEN E.Component-based modeling and simulation of nonlineardrill-string dynamics[J].Journal of Offshore Me-chanics and Arctic Engineering,2022,144(2):021801.[12]㊀冯群芳,侯勇俊,方潘,等.斜井下钻柱系统横-扭耦合非线性动力学特性研究[J/OL].机械科学与技术:1-10.(2023-04-26)[2023-05-15].https:ʊ/kcms/detail/detail.aspx?FileName=JXKX20230425009&DbName=CAPJ2023.DOI:10.13433/ki.1003-8728.20230204.FENG Q F,HOU Y J,FANG P,et al.Study of lat-eral-torsional coupling nonlinear dynamic characteris-tics for drilling string system in a deviated well[J/OL].Mechanical Science and Technology for Aero-space Engineering:1-10.(2023-04-26)[2023-05-15].https:ʊ/kcms/detail/de-tail.aspx?FileName=JXKX20230425009&DbName=CAPJ2023.DOI:10.13433/ki.1003-8728.20230204.(下转第131页)962023年㊀第51卷㊀第11期吴泽兵,等:水平井钻柱系统动力学特性分析模型的建立㊀㊀㊀。

力学激励对儿童骨生长的影响

力学激励对儿童骨生长的影响

摘要股骨头坏死是一种常见的骨关节疾病,常导致严重的髋关节功能障碍,是目前常见而又难治的疾病之一。

股骨头坏死的病因主要归结为股骨颈骨折复位不良的愈合、骨组织自身病变还有儿童生长发育其股骨头骨骺坏死等。

目前对股骨头坏死的病因分析主要是从病人的生理因素以及临床情况来出发,同时也有一些文章是从力学因素对成年人的病变位置进行力学分析。

本文是应用生物力学基础,从力学角度研究儿童骨生长过程,同时分析儿童骨生长过程中导致股骨头坏死的力学因素。

针对儿童股骨头坏死的情况,本文提出了模拟儿童骨生长的问题研究。

对儿童股骨的材料特性和结构特点进行深入调研,应用建模软件对儿童股骨形态建模,开展了儿童正常步行态时的步态载荷情况分析,基于此,设计了一套儿童步行时的循环载荷工况。

根据骨重建控制方程和骨生长控制方程,结合骨力学理论,编译了一套骨生长外部结构和内部属性同时变化的控制方程。

通过ABAQUS有限元分析验证了方案的可行性。

基于骨生长过程的模拟结果,通过模拟儿童股骨头各部分的初始弹性模量和作用在股骨头上的步态载荷的值,分析儿童股骨头坏死的力学因素。

发现股骨头中密质骨和松质骨的改变会影响骨变形的大小,提出骨组织力学参数可能影响股骨头坏死。

而步态载荷越大,对儿童股骨头的变形影响越大,指出步态载荷也是量股骨头坏死的因素。

本课题的意义在于,基于骨重建和骨生长理论,实现了对整个股骨头的外部形态和内部材料特性的同时模拟,对股骨头坏死在材料特性和结构特征两方面进行了数值分析,从力学角度解释了儿童股骨头坏死的致病原因,为预防和治疗该项疾病提供了可利用的数据支撑。

关键词:股骨头坏死;骨生长;骨变形;步态载荷;材料特性AbstractFemoral head necrosis is a common bone and joint disease, which often leads to severe hip dysfunction. Femoral head necrosis is one of the common and refractory diseases. The reasons of femoral head necrosis are mainly attributed to the fracture of the femoral neck fracture reduction, bone tissue lesions itself and teenagers’ femoral head epiphyseal necrosis in the growth and development and so on. At present, the analysis of etiology of femoral head necrosis is mainly from the patient's physiological factors and clinical conditions, but also some articles from the mechanical factors on the adults’ location of the lesion. This paper is based on the application of biomechanics to study growth process of children's bone from the perspective of mechanics, and analyze mechanical factors that leads to femoral head necrosis of children's bone growth process at the same time.In view of the necrosis of femoral head in children, this paper presents a study on the problem of bone growth in children. This paper analyzes the material characteristics and structural characteristics of the femur in children, and uses the modeling software to model the femur morphology of children and carry out the gait load analysis of the normal walking state of children. Therefore, this paper designed a set of cycle load conditions when children walk. According to the bone control equation and the bone growth control equation, combined with the theory of bone mechanics, a set of control equations of bone growth external structure and internal property change at the same time is compiled. The feasibility of the scheme is verified by ABAQUS finite element analysis.Based on the simulation results of bone growth process, this paper analyzes the mechanical factors of the femoral head necrosis in children by simulating the initial elastic modulus of each part of the femoral head and the value of the gait load acting on the femoral head. It was found that the change of bone and cancellous bone in the femoral head could affect the size of bone deformity, which was suggested that the bone tissue mechanical parameters could affect necrosis of the femoral head. The greater the gait load is, the greater impact on the deformation of the femoral head in children is, which indicates that the gait load is also the factor of femoral head necrosis. The significance of this topic is to achieve the simultaneous simulation of entire femoral head of the external shape and internal material characteristics based on bone reconstruction and bone growth theory. Then analyze the reason of femoral head necrosis in the material properties and structural characteristics of two aspects by the simulation, explaining the pathogenesis of necrosis of the femoral head in children in mechanics, to provide available data support for the prevention and treatment of the disease.Keywords: femoral head necrosis, bone growth, bone deformation, gait load, material properties目录摘要 (I)Abstract (II)第1章绪论 (1)1.1 课题背景及研究目的和意义 (1)1.1.1 课题背景 (1)1.1.2 研究的目的和意义 (2)1.2 国内外相关研究现状 (2)1.2.1 国外研究现状及其发展 (2)1.2.2 国内研究现状及其发展 (7)1.3 本文的主要研究内容 (8)第2章儿童近端股骨模型的建立 (9)2.1 引言 (9)2.2 儿童股骨近端有限元模型的处理 (9)2.2.1 利用CT图像建立三维实体模型 (9)2.2.2 儿童股骨近端的结构参数 (10)2.2.3 股骨模型的前处理 (12)2.3 步态分析 (14)2.4 有限元模型载荷施加、数值以及边界条件设定 (16)2.5 利用UMAT子程序编写股骨生长的计算式 (18)2.6 本章小结 (19)第3章股骨生长的数值模拟 (21)3.1 引言 (21)3.2 骨生物力学原理 (21)3.3 股骨近端生理结构 (23)3.4 三维股骨模型骨重建 (24)3.4.1 骨重建的生理机制 (24)3.4.2 骨密度重建控制方程 (25)3.5 骨生长过程数值模拟 (27)3.5.1 骨的生长机制 (27)3.5.2 骨生长控制方程 (29)3.6 骨生长的结果对比 (31)3.7 本章小结 (32)第4章生物力学因素对股骨头外形结构的影响 (33)4.1 引言 (33)4.2 步态载荷对骨密度分布的影响 (33)4.3 股骨头变形的影响因素 (34)4.3.1 骨弹性模量对骨变形的影响 (36)4.3.2 步态载荷对骨变形的影响 (40)4.4 本章小结 (41)结论 (42)参考文献 (44)攻读硕士学位期间发表的学术论文 (48) (49)致谢 (50)第1章绪论1.1课题背景及研究目的和意义1.1.1课题背景股骨头坏死是股骨头供血中缀或受伤[1],进而引发骨细胞以及骨髓成分死亡及随后的修复,从而造成股骨头构造改变、股骨头塌陷以及关节功能障碍的疾病。

Engineering Mechanics

Engineering Mechanics

Engineering MechanicsEngineering mechanics is a fundamental discipline within the field of engineering that deals with the behavior of solid bodies when subjected to various types of forces or displacements. It is a crucial area of study for engineers asit forms the basis for understanding the mechanical aspects of structures, machines, and other systems. In this response, we will delve into the significance of engineering mechanics, its key principles, and its practical applications,while also exploring the challenges and future developments in this field. One of the key aspects of engineering mechanics is the study of statics, which involves the analysis of forces acting on stationary objects. Understanding statics is essential for designing stable structures and ensuring their safety and functionality. By applying principles such as equilibrium and free-body diagrams, engineers can assess the stability of buildings, bridges, and other structures, thereby preventing potential failures and hazards. Moreover, statics forms the foundation for more advanced topics in engineering mechanics, such as dynamics and structural analysis. Dynamics, another crucial component of engineering mechanics, focuses on the study of forces and motion. This area of study is vital for engineers involved in designing and analyzing moving structures, such as vehicles, machinery, and mechanical systems. By applying principles of dynamics, engineers can predict the behavior of moving objects, assess the impact of forces on their motion, and optimize the performance of mechanical systems. This knowledge is instrumental in various engineering fields, including aerospace, automotive, and robotics, where the understanding of dynamic behavior is essential for innovation and problem-solving. In addition to statics and dynamics, engineering mechanics encompasses the study of materials and their mechanical properties. This includes the analysis of stress, strain, and deformation of materials under various loading conditions. Understanding these properties is crucial for designing and testing materials used in construction, manufacturing, and other engineering applications. By applying principles of material mechanics, engineers can ensure the reliability and safety of structures and components, while also optimizing their performance and longevity. The practical applications of engineering mechanics are diverseand far-reaching, impacting numerous industries and aspects of everyday life. Incivil engineering, the principles of statics and structural mechanics are applied to design and construct buildings, bridges, and infrastructure that are safe, durable, and cost-effective. In mechanical engineering, the understanding of dynamics and material mechanics is essential for developing efficient machinery, vehicles, and mechanical systems. Moreover, in aerospace engineering, the principles of mechanics are crucial for designing aircraft and spacecraft that can withstand extreme conditions and operate with precision and reliability. Despite the significance of engineering mechanics, this field is not without its challenges and complexities. One of the ongoing challenges is the need for continual advancements in computational methods and simulation techniques to analyze and predict the behavior of complex systems. As engineering projects become more ambitious and technologically advanced, there is a growing demand for accurate and efficient tools for modeling and simulating the mechanical behavior of structures and systems. This requires ongoing research and development in areas such as finite element analysis, computational fluid dynamics, and multi-physics simulations. Another challenge in engineering mechanics is the need for interdisciplinary collaboration and innovation to address global challenges such as sustainability and resilience. As the world faces environmental and societal pressures, engineers are called upon to design and build infrastructure and systems that are environmentally friendly, energy-efficient, and resilient to natural and human-made hazards. This requires a holistic approach that integrates principles of mechanics with other disciplines such as materials science, environmental engineering, and urban planning. By fostering interdisciplinary collaboration, engineers can develop innovative solutions that address complex challenges and contribute to a sustainable and resilient future. Looking ahead, the future of engineering mechanics is likely to be shaped by technological advancements, evolving industry needs, and global trends. The ongoing digital transformation and the rise of Industry 4.0 are expected to have a profound impact on the practice of engineering mechanics, introducing new tools and methodologies for design, analysis, and manufacturing. This includes the adoption of digital twins, augmented reality, and advanced simulation software that can enhance the understanding and optimization of mechanical systems. Moreover, the increasingfocus on sustainability and resilience is likely to drive the development of new materials, construction techniques, and design practices that integrate principles of mechanics with environmental and societal considerations. In conclusion, engineering mechanics is a foundational discipline within engineering that plays a critical role in the design, analysis, and optimization of structures, machines, and systems. By understanding the principles of statics, dynamics, and material mechanics, engineers can ensure the safety, reliability, and performance of a wide range of engineering applications. Despite the challenges and complexities, the future of engineering mechanics holds promise for continued innovation and interdisciplinary collaboration, driven by technological advancements and the need for sustainable and resilient solutions. As engineers continue to push the boundaries of what is possible, the principles of engineering mechanics will remain essential for shaping the future of technology and society.。

solidwork

solidwork

SolidWorksSolidWorks is a powerful computer-aided design (CAD) software that allows engineers and designers to create and simulate complex 3D models. This software, developed by Dassault Systèmes, is widely used in various industries such as manufacturing, automotive, aerospace, and more. In this document, we will explore the features and benefits of SolidWorks, as well as its applications and usability.Features of SolidWorksSolidWorks offers a wide range of features that make it indispensable in the design and development process. Some of the key features include:1. 3D ModelingSolidWorks provides an extensive set of tools for 3D modeling, allowing users to easily create complex shapes and assemblies. The software offers a variety of sketching, surfacing, and modeling tools that help streamline the design process.2. AssemblyOne of the standout features of SolidWorks is its assembly capability. Users can easily create and manage complex assemblies, with the ability to define relationships between components, simulate motion, and create bill of materials(BOM). This feature is particularly useful for designing products and analyzing their interactions.3. Simulation and AnalysisSolidWorks includes built-in simulation and analysis tools that enable engineers to test and validate their designs. By simulating real-world conditions, users can evaluate factors such as structural integrity, thermal performance, fluid flow, and motion dynamics. These capabilities help identify potential issues early in the design process, saving time and resources.4. Drafting and DocumentationSolidWorks facilitates the creation of detailed 2D drawings and documentation. Users can easily generate dimensions, annotations, and views from their 3D models. This feature is crucial for communicating design intent with colleagues, suppliers, and manufacturing teams.5. Collaboration and IntegrationSolidWorks supports collaboration and integration with other software and systems. It allows seamless integration with product data management (PDM) systems, enabling efficient version control and document management. Additionally, SolidWorks offers collaborative tools that allow multiple users to work on the same project simultaneously.Applications of SolidWorksSolidWorks finds applications across a wide range of industries and disciplines. Some notable examples include:1. Mechanical EngineeringSolidWorks is extensively used in mechanical engineering for designing and analyzing mechanical systems such as machines, equipment, and tools. It enables engineers to visualize and optimize the performance of mechanical components and systems.2. Product Design and DevelopmentSolidWorks is widely employed in product design and development, helping companies bring their ideas to life. It enables designers to create innovative and manufacturable products by providing a comprehensive set of tools for design, simulation, and documentation.3. Architecture and ConstructionSolidWorks can also be used in architecture and construction for visualizing and simulating building structures. With its 3D modeling and simulation capabilities, architects and engineers can design and evaluate building components, optimize energy efficiency, and ensure structural stability.4. Automotive and AerospaceThe automotive and aerospace industries heavily rely on SolidWorks for designing and testing their products. From prototyping new vehicle models to analyzing stress distribution in aircraft components, SolidWorks plays a crucial role in ensuring the safety and performance of vehicles.Usability of SolidWorksSolidWorks is known for its user-friendly interface and intuitive workflow. The software offers a range of customizable tools and shortcuts, allowing users to work efficiently and tailor the software to their specific needs. SolidWorks also provides a vast library of tutorials, online resources, and a vibrant user community, supporting users in mastering the software and solving any challenges they may encounter during the design process.In conclusion, SolidWorks is a powerful and versatile CAD software that offers a wide range of features for 3D modeling, simulation, and documentation. Its applications span across various industries, making it an indispensable tool for engineers and designers. With its user-friendly interface and extensive support resources, SolidWorks provides an efficient and robust platform for creating and analyzing complex designs.。

复合潜山大型溶-缝带成储机理

复合潜山大型溶-缝带成储机理

复合潜山大型溶-缝带成储机理1.潜山大型溶-缝带成储是一种复合储集机理。

The large-scale karst-fracture reservoir is a complex reservoir formation mechanism.2.涵盖石灰岩溶蚀和构造缝隙双重作用。

It involves the dual action of limestone dissolution and structural fractures.3.石灰岩溶蚀形成大型洞穴和通道。

Limestone dissolution forms large caves and channels.4.构造缝隙受构造应力影响而形成。

Structural fractures are formed under the influence of tectonic stress.5.在大型洞穴内部形成富集储层。

Rich reservoirs are formed within large caves.6.构造缝隙将这些富集储层连接起来。

Structural fractures connect these enriched reservoirs.7.潜山地区属于复杂构造带。

The Qianshan area belongs to a complex tectonic zone.8.区域内地层发育程度高。

The regional strata are well developed.9.石灰岩层的溶蚀作用十分显著。

The dissolution of limestone layers is very significant.10.潜山大型溶-缝带成储机理具有很高的勘探价值。

The mechanism of large-scale karst-fracture reservoir formation in Qianshan has high exploration value.11.对溶-缝带成储机理进行深入研究非常重要。

结构方程模型在社会科学研究中的应用研究

结构方程模型在社会科学研究中的应用研究

结构方程模型在社会科学研究中的应用研究结构方程模型(Structural Equation Model, SEM)是一种多变量分析方法,既可以描述变量之间的因果关系,又可以评估模型拟合度和参数估计值的精确度。

由于其综合性、灵活性和准确性,结构方程模型被广泛应用于社会科学研究中,如心理学、教育学、管理学等领域。

本文将介绍结构方程模型的基本概念、应用步骤、优缺点和实际应用案例,并探讨未来发展方向。

一、基本概念结构方程模型是一种符号化的模型表示法,以图表形式表示变量之间的因果关系。

它由指标变量和潜在变量组成,通过路径系数、残差和协方差等参数描述变量之间的关联、直接效应和间接效应。

根据指标变量的类型和数目,结构方程模型可以分为三类:外部模型、反应指标模型和中介效应模型。

外部模型只有潜在变量和观测变量之间的关系,没有变量之间的关系;反应指标模型包含潜在变量和指标变量之间的关系,但没有指标变量之间的关系;中介效应模型则将变量之间的关系分为直接效应和间接效应,以此解释变量之间的因果关系。

二、应用步骤结构方程模型的应用步骤主要包括模型设定、数据收集、模型检验和结果解释四个阶段。

在模型设定阶段,研究者需要确定变量之间的因果关系和指标变量的类型、数目和测量方法等。

在数据收集阶段,研究者需要收集与模型设定相符的数据,并进行预处理和清洗,以保证数据的可靠性和有效性。

在模型检验阶段,研究者需要利用结构方程模型软件对模型进行拟合度检验和参数估计,以评估模型的拟合度和参数精度。

在结果解释阶段,研究者需要根据拟合度指标和路径系数等检验结果,解释变量之间的关系和研究问题的答案。

三、优缺点结构方程模型具有以下优点:①可以同时评估多个变量之间的直接和间接效应,以探究复杂因果关系;②可以根据不同类型的指标变量建立模型,以适应不同领域的研究;③可以评估模型的拟合度和参数估计值的统计显著性,以保证研究结论的准确性。

然而,结构方程模型也存在一些缺点:①模型设定需要充分沟通和理解领域知识,以避免模型过度简化或复杂化;②数据收集需要满足多元正态性和同方差性等假设,以保证模型的适用性;③模型拟合度检验需要准确测量和校正变量之间的共线性和异方差性等问题,以保证检验结果的可靠性。

第13章 有预应力作用结构的谐响应实例

第13章 有预应力作用结构的谐响应实例
工程结构分析软件
第13章 有预应力作用结构 的谐响应实例
应用力学研究所
李永强
第13章 有预应力作用结构的谐响应实例 谐响应分析是用于确定线性结构在承受随时间按正弦 (简谐)规律变化的载荷时稳态响应的一种技术。通常进行 的都是有预应力结构的谐响应分析(如小提琴的弦)。因为 进行有预应力的谐响应分析时的工作包含了进行普通谐响 应分析的过程,而又需要求解结构预应力的工作。因此, 这里选用有预应力结构的谐响应分析实例来讲解谐响应分 析的求解过程,对于普通谐响应分析,去掉求解结构预应 力的部分就行了。 有预应力的谐响应分析仅可用缩减法和模态叠加法进 行。如果进行有预应力的缩减法谐响应分析,首先需要通 过进行静力学分析计算结构的预应力,再进行有预应力缩 减法谐响应分析。如果进行的模态叠加法谐响应分析中包 括预应力效果,应当首先进行有预应力模态分析,再进行 一般的模态叠加法谐响应分析。
应用力学研究所
李永强
§13.2 建立模型
在ANSYS中,首先我们通过完成如下工作来建立本实例的有限元模型。在 本实例中需要完成的工作有:指定分析标题,定义材料性能,定义单元类型, 建立有限元模型等。由于本实例有限元模型比较简单,无需先建立几何模型再 对其进行有限元网格划分。这里可以通过生成节点和单元的方法,直接建立有 限元计算模型。应当注意这种建模方法的具体过程,体会其使用的条件。下面 将详细讲解分析过程。源自应用力学研究所李永强
§13.2 建立模型
定义材料性能和实常数
本实例中共用了一种材料,其性能参数在前面已经给出。由于进行的是有预 应力的谐响应分析,材料的弹性模量EX,和密度DENS必须定义。因为,使用的 单元是2维结构连接单元,所以还需要定义相应的单元实常数才能完成对单元特 性的描述。具体的操作如下: 1.选取菜单路径Main Menu | Preprocessor | Material Props | Material Models, 将弹出Define Material Model Behavior (材料模型定义)对话框。 2.依次双击Structural, Linear ,Elastic 和Isotropic,将弹出1号材料的弹性模 量EX和泊松比PRXY的定义对话框。 3.在EX文本框中输入1.9E5,PRXY文本框中输入0.3。定义材料的弹性模量为 1.9E5Mpa,泊松比为0.3。单击对话框中的OK按钮,关闭对话框。 4.接着双击Density,将弹出Density for Material Number 1 (1号材料密度定义)对 话框。 5.在DENS文本框中输入7.92E-9,设定1号材料密度为7.92E-9t/mm3。单击OK按 钮,完成对材料1的密度定义。

Fluid-Structure Interaction and Dynamics

Fluid-Structure Interaction and Dynamics

Fluid-Structure Interaction and Dynamics Fluid-structure interaction and dynamics is a complex and fascinating field of study that explores the interaction between fluid flow and the deformation ofsolid structures. This interaction is prevalent in a wide range of engineering and scientific applications, including aerospace, civil engineering, bioengineering, and oceanography. Understanding and predicting the behavior of fluid-structure systems is crucial for the design and optimization of various engineering systems, such as aircraft wings, wind turbines, and offshore structures. In this response,I will delve into the significance of fluid-structure interaction and dynamics,its applications, challenges, and future prospects. One of the key aspects offluid-structure interaction is the mutual influence between the fluid flow and the structural response. When a fluid flows over a solid structure, it exerts forceson the structure, causing it to deform. Conversely, the deformation of thestructure can significantly alter the flow field, leading to a feedback loop of interactions. This phenomenon is evident in various natural and engineered systems, such as the flutter of aircraft wings, the dynamics of flexible marine structures, and the biomechanics of blood flow in arteries. Understanding these interactionsis crucial for enhancing the performance, safety, and efficiency of these systems. In the aerospace industry, fluid-structure interaction plays a critical role inthe design and analysis of aircraft and spacecraft. The interaction between the airflow and the flexible structures of an aircraft, such as wings and control surfaces, can lead to complex aerodynamic phenomena, including flutter, buffeting, and vortex-induced vibrations. These phenomena can have detrimental effects on the stability and controllability of the aircraft if not properly understood and mitigated. By simulating and analyzing the fluid-structure interaction, engineers can optimize the aerodynamic performance of aircraft while ensuring structural integrity and safety. In the field of civil engineering, fluid-structure interaction is essential for understanding the behavior of bridges, dams, offshore platforms, and other infrastructure exposed to fluid flow. For example, the dynamic interaction between ocean waves and offshore structures can lead tofatigue damage and structural failure if not properly accounted for in the design and operation of these systems. By incorporating fluid-structure interactionanalysis, engineers can optimize the design of offshore platforms to withstand the forces exerted by waves, currents, and wind, ensuring their long-term performance and safety. In the realm of bioengineering, fluid-structure interaction iscrucial for understanding the biomechanics of biological systems, such as the flow of blood in arteries and the deformation of soft tissues. The interaction between blood flow and the arterial walls, for instance, plays a significant role in the development of cardiovascular diseases, such as atherosclerosis and aneurysms. By studying the fluid-structure interaction in biological systems, researchers can gain insights into the mechanical factors contributing to these diseases and develop improved diagnostic and treatment strategies. Despite its significance, fluid-structure interaction and dynamics pose several challenges for researchers and engineers. One of the primary challenges is the computational complexity of simulating and analyzing these interactions. The coupled nature of fluid and structural equations requires advanced numerical methods and high-performance computing resources to accurately capture the dynamic behavior of fluid-structure systems. Additionally, the lack of experimental data for validating andcalibrating simulation models presents a significant challenge for researchers aiming to develop reliable predictive tools for fluid-structure interaction. Another challenge in the field of fluid-structure interaction is the multi-physics nature of the problem, which necessitates interdisciplinary collaboration between experts in fluid mechanics, solid mechanics, and numerical methods. Theintegration of diverse knowledge domains and methodologies is essential for developing comprehensive models and solution strategies for fluid-structure interaction problems. Furthermore, the inherent nonlinearities and uncertaintiesin fluid-structure systems demand robust and efficient computational algorithms capable of handling complex interactions and dynamic responses. Looking ahead,the future of fluid-structure interaction and dynamics holds promisingopportunities for advancements in computational modeling, experimental techniques, and interdisciplinary research. With the rapid development of high-fidelity simulation tools and the increasing availability of computational resources, researchers can delve deeper into the complexities of fluid-structure interaction and gain a more comprehensive understanding of the underlying physics. Furthermore,the integration of advanced experimental techniques, such as particle image velocimetry and digital image correlation, can provide valuable data forvalidating and improving simulation models of fluid-structure interaction. Interdisciplinary collaboration will continue to play a pivotal role in advancing the field of fluid-structure interaction, as researchers from diverse disciplines work together to tackle complex problems and develop innovative solutions. By leveraging expertise in fluid mechanics, structural dynamics, materials science, and computational methods, researchers can address the multi-physics nature of fluid-structure interaction and develop holistic approaches for analyzing and optimizing engineering systems. In conclusion, fluid-structure interaction and dynamics are integral to a wide range of engineering and scientific applications, with significant implications for aerospace, civil engineering, bioengineering, and other fields. While the field presents challenges in terms of computational complexity, interdisciplinary collaboration, and experimental validation, it also offers promising opportunities for advancements in computational modeling, experimental techniques, and interdisciplinary research. By addressing these challenges and leveraging opportunities, researchers and engineers can continue to advance our understanding of fluid-structure interaction and develop innovative solutions for optimizing the performance, safety, and efficiency of engineering systems.。

大学英语四级分类模拟题402

大学英语四级分类模拟题402

大学英语四级分类模拟题402Reading ComprehensionSection AWhen we think about the growth of human population over the last century or so, it is all too easy to imagine it merely as an increase in the number of humans. But as we 1 , so do all the things associated with us, 2 our livestock (牲畜). At present, there are about 1.5 billion cattle and domestic buffalo and about 1.7 billion sheep and goats. With pigs and poultry, they form a 3 part of our enormous biological footprint upon this planet.Just how enormous was not really apparent until the 4 of a report, called Livestock's Long Shadow, by the Food and Agriculture Organization of the United Nations.Consider these numbers. Global livestock grazing (放牧) and feed production use 30 percent of the land surface of the planet. Livestock—which consume more food than they 5 —also compete directly with humans for water. And the drive to expand grazing land destroys more biologically sensitive terrain, 6 rain forests, than anything else.But what is even more striking, and alarming, is that livestock are 7 for about 18 percent of the global warming effect, more than transportation's 8 . The culprits (罪魁祸首) are methane—the natural result of bovine digestion—and the nitrogen emitted by manure. Deforestation of grazing land adds to the effect.There are no easy trade-offs when it comes to global warming—such as cutting back on cattle to make room for cars. The human 9 for meat is certainly not about to end anytime soon. As Livestock's Long Shadow makes clear, our health and the health of the planet depend on pushing livestock production in more 10 directions.A. available I. multiplyB. certainly J. passionC. concerning K. publicationD. contribution L. responsibleE. critical M. sustainableF. especially N. wasteG. including O. yieldH. liableSection BFirefighter TrainingA. To a typical American kid, the only thing cooler than a firetruck is somebody who rides in one. Firefighters drive through the city at high speeds and climb ladders to sickening heights. These highly trained specialists risk their lives every day fighting fires. It's easy to see why so many people want to become firefighters: serving as one is heroic and adventurous. But becoming a firefighter takes more than strength and courage.B. Before you can become an active-duty firefighter, you need to spend about 600 hours in training, over the course of 12 to 14 weeks. That's somewhere between 40 to 48 hours per week, which makes firefighter training a full-time job. Training typically occurs at a fire academy, which is often run by the fire department, a division of the state government or a university. Much of this training is actually in the classroom. During their academic coursework at the fire academy, students study English, Physics, Chemistry, Mathematicsand Fire Science in relation to real-life fire situations. To be effective problem solvers and keep up good communication on the job, a firefighter needs to be strong.C. Firefighting is a highly competitive field. Thousands of applicants apply every year across the country, but most are rejected. Many departments hire every two years, and typically give staff positions to about 30 applicants at a time. While some fire departments only require applicants to hold a high school diploma, many look for applicants with two years of college credits from an accredited college or university. Firefighting is so competitive, in fact, that many applicants obtain EMT or paramedic (护理人员) certification before applying to become a firefighter, making them more desirable to hiring departments. Today, more applicants than ever before have four-year degrees in Fire Science or related fields, which has made the field even more competitive.D. To enter a training program, applicants take three exams: a written test, a Candidate Physical Ability Test (CPAT) and an aptitude test. The written exam typically consists of around 100 multiple choice questions and covers spatial awareness, reading comprehension, mechanical reasoning, logic, observation and memory. The primary focus of the physical ability test is agility (机敏), upper body strength and endurance. Each task is timed and tests the applicant's capacity to endure sustained physical activity. These tasks are reflective of what students do in the fire academy throughout their training days in and out. It's unlikely that an applicant who strains to complete the tasks will survive 14 weeks of training, and so is a strong indicator of future success.E. Applicants train for the CPAT in some unusual ways. Often, applicants run up and down stairs or stadiums, lift heavy sacks of sand by rope, or jog in multi-level parking garages. Next, we'll take a look at the most exciting and dangerous aspect of firefighter training. In order to survive, firefighters must be able to think critically and clearly and solve problems quickly, under extreme stress. This can be especially difficult in an actual fire, so training instructors conduct live fire training drills: They purposely set buildings on fire to give students opportunities to develop these skills. The overall goal of this behavioral training is to instill (逐步培养) good habits in students through repeated exposure. Live fire training is conducted in burn buildings, which are structures, built or acquired, to be intentionally burned for firefighter training.F. There are three types of burn buildings: traditional, acquired structures and simulated structural fire buildings. Traditional bum buildings, built with special materials, can withstand multiple fires, although they do break down over time. Traditional burn buildings exist in communities, at fire academies and on university campuses. The fuel used to cause fires in these structures is typically straw, hay or wood things. Acquired structures are condemned houses or other abandoned buildings. Instructors locate a suitable building and begin a tedious process. First, an instructor gets written permission from the building's owner and acquires necessary permits and health clearances to proceed. They notify everyone in the surrounding community of the building, including residences and businesses. Instructors make certain there is no insurance on the property to prevent false claims and legal trouble. With the legal issues out of the way, they prepared the site for training purpose.G. Even with the preparations and precautionary measures, using an acquired structure can still be very dangerous. The fire is controlled, but that doesn't mean it's any less real. During the past 10 years, 99 firefighters were killed during training, some of these in live fire training. Statistics like these led fire instructors to adopt a new, safer method for live firetraining: simulated structural fire buildings.H. Simulated structural fire buildings are far more advanced and rely on computers to control the fire. These bum buildings' computers control built-in fire-producing devices that run on propane (丙烷) and natural gas, and use a non-flammable aerosol (气雾剂) to create real smoke. If there's an emergency, the burn building has systems to extinguish the fire and extract all of the smoke with the push of a button. The computer also lets the instructor choose how the fire will burn and at what temperature. The computers are capable of simulating fire scenarios for different things in the building, residential or otherwise. They can even simulate enflamed furniture, such as burning sofas or tables.I. Volunteer firefighters adhere to the same guidelines and requirements that career firefighters do, as outlined by the document NFPA 1001, but in many states, volunteers aren't required to become certified. Only a minority of volunteers ever make it that far. Most volunteer firefighters work other jobs and can't devote full-time hours to training. Instead, local fire departments offer weekly or monthly training events to ensure everyone develops the skills they need. Other than in the state of Florida, volunteer firefighters aren't restricted from any firefighting tasks. Some departments consist entirely of volunteers, including the truck drivers, called engineers, who often have experience driving big rigs or school buses. In addition to driving, engineers operate the hose pumps.11、 The built-in fire-producing devices controlled by burn buildings' computers rely on propane and natural gas to operate.12、 Students taking part in the firefighter training need to study several subjects at the fire academy.13、 In live fire training, instructors set fire to buildings which are prepared for training on purpose, in the hope of developing students' good habits in dangerous situations.14、 Acquiring the paramedic certification before applying for the position will make the applicants for firefighting more desirable to hiring departments.15、 To make the volunteer firefighters acquire the skills they need, local fire departments offer them training events weekly or monthly.16、 Before using the acquired structures for live fire training, an instructor is required to acquire the permission of the structures' owners in written form.17、 Advanced computer technology is adopted in the stimulated structural fire buildings.18、 Before becoming an active-duty firefighter in America, one needs to be trained 40 to 48 hours per week.19、 A new and safer method adopted by instructors for live fire training is to use simulated structural fire buildings.20、 The physical ability test will determine whether one can succeed in becoming a firefighter in the future or not.Section CPassage OneHave you ever noticed that lessons tend to repeat themselves? Does it seem as if you married or dated the same kind of person several times in different bodies with different names? Have you run into the same type of boss over and over again? If you don't deal well with authority figures at home, then you will have an opportunity to deal with them out in the world. You willcontinually draw your life into people who need to enforce authority, and you will struggle with them until you learn the lesson of obedience (服从). You will continually attract the same lesson into your life. You will also draw to your teachers to teach you that lesson until you get it right. You may try to avoid the situations, but they will eventually catch up with you. The only way you can free yourself of difficult patterns and issues that tend to repeat is by shifting your perspective so that you can recognize the patterns and learn the lessons that they offer. To face these challenges means you need to accept the fact that something within you keeps drawing you to the same kind of person or issue, though that situation or relationship may be very painful.The challenge, therefore, is to identify and release the patterns that you are repeating. This is no easy task, since it means you have to change, and change is not always easy. Staying just as you are may not help you advance spiritually, but it certainly is comfortable in its familiarity.Rising to the challenge of identifying and releasing your patterns forces you to admit that the way you have been doing things isn't working. The good news is that by identifying and releasing the pattern, you actually learn how to change. In order to facilitate your process of change, you will need to learn the lessons of willingness and patience. Once you master these, you will most likely find the challenge of identifying and releasing your patterns far less intimidating.21、 What does the author refer to by "lessons tend to repeat themselves"?A. You tend to marry and date the same person.B. There are the same authority figures inside your home and out of it.C. You tend to run into the same problems in your life.D. There are many difficult patterns and issues in your life.22、 How can you get rid of attracting the same lesson into your life?A. By trying your best to avoid those situations.B. By changing your perspective.C. By getting the courage to face those challenges.D. By changing your attitudes towards life.23、 Why do lessons tend to repeat themselves according to the author?A. Teachers haven't taught you how to deal with them.B. They are sticky enough to catch up with you eventually.C. You have been behaving in a badly-functioned way.D. You don't learn willingness and patience in the lessons.24、 What's the author's attitude towards the idea of staying just as you are?A. Intimidating.B. Disapproving.C. Supportive.D. Cautious.25、 What is the effect of mastering willingness and patience according to the passage?A. Making your change become easier.B. Helping you to identify your old patterns.C. Challenging you with difficult patterns.D. Arousing your inner desire to change.Passage TwoWhat are feelings for? Most non-scientists will find it a strange question. Feelings .justify themselves. They need serve no other purpose in order to exist. On the other hand, many evolutionary biologists, in contrast to animal behaviorists, acknowledge some emotions are primarily for their survival function. For both animals and humans, fear motivates the avoidance of danger, love is necessary to care for young, and anger prepares one to hold ground. But the fact that a behavior functions to serve survival need not mean that; that is why it is done. Other scientists have attributed the same behaviorto conditioning, to learned responses. Certain reflexes and fixed action patterns can occur without feelings or conscious thought. A gull chick pecks at a red spot above it. The parent has a red spot on its bill (喙); the chick pecks the parent's bill. The gull parent feeds its chick when pecked on the bill. The baby gets fed. The interaction need have no emotional content. At the same time, there is no reason why such actions cannot have emotional content. In mammals—including humans—that have given birth, milk is often released automatically when a new baby cries. This is not under voluntary control; it is reflex. Yet this does not mean that feeding a new baby is exclusively reflex and expresses no feeling like love. Humans have feelings about their behavior even if it is conditioned or reflexive. Yet since reflexes exist, and conditioned behavior is widespread, measurable, and observable, most scientists try to explain animal behavior using only these concepts. It is simpler.Preferring to explain behavior in ways that fit scientific methods most easily, scientists have refused to consider any causes for animal behavior other than reflexive and conditioned ones. Scientific orthodoxy (_正统观念) holds that what cannot be readily measured or tested cannot exist, or is unworthy of serious attention. But emotional explanations for animal behavior need not be impossibly complex or unstable. They are just more difficult for the scientific method to verify in the usual ways, cleverer and more sophisticated approaches are called for. Most branches of science are more willing to make successive approximations (近似值) to what may prove ultimately unknowable, rather than ignoring it altogether.26、 What do many evolutionary biologists believe?A. Some emotions do not exist.B. Emotions are helpful for people's survival.C. Emotions give meaning and depth to life.D. Only humans have emotions.27、 What can we learn from the example of a gull chick pecking the parent's bill?A. Behaviors can be learned and have no emotional content.B. It is the innate characteristic for adults to look after the young.C. It takes time for animals to be conditioned.D. Emotions are very important to survival.28、 Why does the author think most scientists explain animal behavior in terms of reflexes and conditioning?A. They are the most essential factors for animals to surviveB. They are important for animals to develop learned and emotional behaviorsC. They are convenient for scientists to explain animals' behaviorD. They will lead to a better understanding of animal emotions29、 What should scientists do to study animal emotions?A. They should set up improved and refined skillful experiments.B. They should analyze human emotions.C. They should distinguish what is emotional and what is conditioned.D. They should learn from animal behaviorists.30、 What is the author's main purpose of writing this passage?A. To make the point that emotions are worth our attention.B. To explain what reflexive behavior is.C. To compare human emotions with animal emotions.D. To discuss the importance of emotions.答案:Reading ComprehensionSection A1、[解析] 本空应填动词。

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The Motion Analysis of Loose Material on the Horizontally CircleVibrating DrierZhenwei Zhang1,a, Chengming Kang1,b, Xianglei Ji1,c, Tao Zhou1,d1School of Mechanical Engineering and Automation, Northeastern University, Shenyang, Liaoning,110004, Chinaa zzw1658@,b sy2010_adlso@,c jixianglei2008@,d zhoutao5081714@Keywords: Loose Material, Motion Analysis, Operating TimeAbstract.This article sets up the equations of material in the horizontally circle vibrating drier. According to basic theories of hydrodynamic and vibration, which gets the operating period and time expression of the material on the single hole panel of drier. According to equations, model erected on the computer simulate operating time of the material in the random position of the drier. The imitating data can match practical ones very well.IntroductionVertical multi-layer vibration drier has been widely used in variety of fields and according to the selected type of the qualitative experiment or the experience to decide. It has not been reported that the running time and drying time of the material in the machine is required to match. The vast majority of manufacturers will select models firstly and then begin to site commissioning. If the running time is not enough, the adjustment will fail to meet requirements on the use of dry times, then use the method that dries with many times to result in great trouble. Therefore, it is an actual meaningful work to establish the material walking mathematical models which simulate results to match with the actual ones, and compare simulation results with that of the specific materials calculated by the heat balance to adjust the dry layers.Structure and Working PrincipleThe structure of the horizontal circle vibration drier is shown in Fig. 1. It is mainly composed that 1. Vibration isolation springs 2.frame 3.the vibration motor. The host has a multi-layer drying cylinder. The drying cylinder is constituted by the inside and outside two concentric cylinders. Each space is arranged horizontal the orifice. Each orifice along the radial direction opens blanking mouth. The part of the inner cylinder open cloth wind hole. The bottom of the machine equips with two sets of cross arrangement of the vibration motor .Machine body is composed of a plurality of vibration isolation spring supported on the frame. The drier is working in the super resonance area. Two vibration motors synchronous reverse rotation. At both ends of vibrating motor spindle is the eccentric block to generate centrifugal force in order to produce a vertically reciprocating harmonic vibration a torsional vibration which along the axis of the drier. Loose material is from the feed port into the top level, moving into the next layer in the role of vibration horizontal circular motion. The hot air moves from the inner tube of cloth wind hole into two layers between the drying cylinders. Step by step down, the hot air passes through the orifice and materials to transfer mass heat to materials on the floor, then runs up layer by layer. An objective point of view about drying is countercurrent and convection.Fig. 1 Horizontally circling Fig. 2 Forces analysis Fig. 3 The material runningvibrating drier of materialMotion Analysis Analysis Materials in the Stress of the Working Surface. The force of the material in the working surface is divided into the plumb plane direction and horizontal force (Fig. 2.forces). The force of orifice plate material includes thrown force N, hot air resistance R, gravity G and friction f in the horizontal plane. The article ignores the force between materials.Simplify Assumption and Define Conditions. Simplify assumption:(1)The material is an ideal medium of loosing and without reunion.(2)The Materials don’t slide relatively on the working surface before the Materials don’t toss.(3)The material having the same angular velocity and angular acceleration on the annular working surface before they are tossed. On the center line of working surface of the two materials will fall down the center line of working surface again after its a cycle of movement running(Fig 3 is running the material).According to the simplified one, the running materials have nothing to the relative position of the working face, but they due to angular velocity. Because the material has the size of walking step in the drier much less than the radius of the drier’s face in the single cycle, so the running track of material can be regarded as an infinite polygon.The Determination of the Vibration Amplitude. The synthesis amplitude of this inertial vibrating drier can be measured through the experiment and can also be calculated by formula[1].Vertical amplitude and horizontal torsional amplitude formula respectively.A z = (2ρcos γ)/(M 0ω2)φ = (2Pasinγ)/ (I z ω2) (1)The type of the formula:P — Exciting force of the vibration motor) (N);γ — Motor installation Angle (rad);Mo — The quality of vibrating body (Kg);ω — Motor angular frequency (rad/s);a — Motor mounting plate half of the distance (m);Iz — The moment of inertia vibrating machine (kg·m2).Analysis Motion of Vibration Face. Principle diagram: material lead direction displacement Sz, along the orifice plate tangent displacement Sφ, synthetic displacement S.Fig. 4 Displacement analysis of material Fig. 5 Simulating picture of material runningA drier in harmonic vibration level circular moves for the synthesis of vertical and torsional vibrations [2]. The displacement formula is:S z = A z sinωtS φ = φsinωt (2)The type of the formula:S z — The displacement of plumb direction (m);Sφ — The torsional displacement of horizontal direction (m);Az — Vertical amplitude (m);ω — Vibration angular frequency (rad/s).Speed expression for:z = ωA z cosωdS φ = ωφcosωt (3)Acceleration expression for:d 2S z = -ω2A z sinωtd 2S φ = -ω2φsinωt (4)Establish the mechanical balance equation for:-m(a z + △.. Z) + N + R – G = 0-m(a ω + △.. Φ) + f = 0 (5)The type of the formula:△.. Z — The acceleration of materials relative to the working face in the vertical direction; △.. Φ — The angular acceleration of materials relative to the working face in the horizontal direction;R — The hot air resistance [3].R = ξ(πd 2/4)(ρξ/2)(V-Vz-∆. Z)2 (6)The type of the formula:ξ — between the particles and air resistance coefficient;ρξ — Density of the gas;πd 2/4 — Particles perpendicular to the flow direction of the largest cross-sectional area;∆. Z — Particles relative to the speed of the plane of vibration.Set up:C = ξ(πd 2/4) (ρξ/2) (7)Then:R = C (V-V Z -∆. Z)2 (8)According to the theory of vibration, the materials in the drier jump throwing movement to make sure the material running speed and its running time and must determine the time of material from the working face to the working face. Force analyses the material being thrown up moments are:-m (a z+△.. Z) +R-G = 0 (9)Tide up:ω2Azsinωt+c/m (v-ωAzcosωt) 2-g = △.. Z +2c/m (v-ωAzcosωt) ∆. Z -(c/m) ∆. Z 2 (10)The materials leave work face for the moment in a cycle of jumping: t d. When t= t d, ∆.. Z =0, ∆. Z =0 into type available:ω2Azsinωt+c/m (v-ωAzcosωt) 2-g = 0 (11)When sinωt d = [mg-c (v-ωA z cosωt d) 2]/ (mω2A z), we can get time of material thrown up t d. Material Running Averages of Angular Velocity and Remain Time in the Drier. When the materials in the working face are being tossed up, the horizontal direction of the dynamics balanced equation is:aω+∆.. Φ = 0 (12)The solvability of Initial Conditions.t0 = t d, ∆φ = 0, ∆φ = 0∆φ = [ωφcos(ωt d)]t-φsin(ωt)+φsin(ωt d)-[ωφcos(ωt d)] (13)When the type of time t is equal to the material falling back to working face again, the materials are working in throwing a cycle surface angle∆φ. The materials tossed angle is π/12 in the working surface. Assume that materials in the layer of orifice plate need to run the heave cycle number are n, then:n = (2π-π/12)/ ∆φ (14)And then get the material in the drier operation time.T = n (t-t d) (15)Simulate Results and AnalysisWhen the quality of materials, velocity of materials, angular frequency of materials, vertical amplitude of materials, torsional amplitude of materials is m= kg v=1m/s w=100rad/s 0.002m 0.00036rad, materials operating simulation values in a single casting cycle is shown in Fig. 5 [4]. ConclusionThrough the analysis of loose material on the horizontally circle vibrating drier to establish the mathematical model of the material in the machine operation time in a certain simplified conditions. Numerical calculations and simulations to get the single material casting cycle of running track and the running time of the machine at any position by changing the angle of installation. The drier designed and debugged are of practical guiding significance.References[1] B.C. Wen: Vibration Feeder Vibrating Conveyor Design and Debug (Chemical Industry Press,China 1989).[2] G.H. Mei:Vertical Vibration Conveyer and Movement Studies(Mining Machinery, China2000).[3] Y.K. Pan, Modern Drying Technology (Chemical Industry Press, China 1998).[4] J.Z. Dai:Numerical Solution of Differential Equations (Southeastern University press,China2002).[5] G.W. Liu: Drying Equipment Desingn Manul (Machinery Industry Press, China 2009).[6] B.S. Ma: Chemical Equipment (Chemical Industry Press, China 2007).。

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