Fault diagnosis of cylindrical grinding machine

Based on experiment modal analysis(EMA) and operation modal analysis(OMA), the dynamic characteristics of cylindrical grinding machine were measured and provided a basis for further failure analysis.The influences of grinding parameters on dynamic characteristics were studied by analyzing the diagnostic signals extracted from racing and grinding experiments.The significant frequency of 38 Hz related to grinding wheel spindle speed of 2 307 r/min showed that the wheel spindle system was in a state of imbalan...     

基于ANSYS的Delta机器人动静态分析

针对Delta并联机器人工作精度分析问题,提出基于Pro/E的数字化建模,在此基础上结合实际工况对其进行ANSYS刚度与模态分析,通过刚度分析与模态分析得出静态位移与共振时形变量,并对Delta并联机器人工作精度进行评价,对实际设计与分析有重要理论和实用价值。     

Natural Frequency of Full-Prestressed Concrete Beam

Dynamic tests of three bonded and two unbonded full-prestressed concrete beams were carried out.The purpose was to seek the relation between prestressing force and natural frequency.Test results indicate that the frequency of prestressed concrete(PSC)beam increases with the increase in prestressing force approximately.The results are different from the dynamic characteristics of isotropic material beam subjected to compressive axial force which were put forward by Clough et al.The reason is that the beams were considered as isotropic,homogeneous,linear elastic material in the traditional analysis method.However,more accurate results are required in the analysis of frequency of PSC beam.The constitutive mode of PSC member is analyzed based on microstructure of concrete in this paper.The orthotropic linear elastic mode is used to analyze the relation between dynamic frequency and prestressing force of concrete beam,at the same time the equivalent stiffness of prestressed tendon relating to the prestressing force is added to the bending deformation stiffness of the beam.The analytical value agrees well with the test result,indicating that the current analysis method in this paper is feasible to full-prestressed concrete beam.     

锯片对磨机主轴动态分析与优化

以锯片对磨机床为研究对象,利用Pro/E三维软件建立主轴系统三维模型.利用分析软件ANSYS对机床主轴进行模态分析、静力分析,在此基础上得出主轴的固有频率、振型以及受力、变形情况,并利用ANSYS对主轴进行优化设计,为锯片对磨机床的开发提供可靠的设计依据.     

Finite element analysis of dynamic response and structure borne noise of gearbox

A dynamic finite element method combined with finite element mixed formula for contact problem is used to analyze the dynamic characteristics of gear system. Considering the stiffness excitation, error excitation and meshing shock excitation, the dynamic finite element model is established for the entire gear system which includes gears, shafts, bearings and gearbox housing. By the software of I-DEAS, the natural frequency, normal mode, dynamic time-domain response, frequency-domain response and one-third octave velocity grade structure borne noise of gear system are studied by the method of theoretical modal analysis and dynamic response analysis. The maximum values of vibration and structure borne noise are occurred at the mesh frequency of output grade gearing.     

立体组装电路模块动态特性的有限元模拟与分析

Based on the modal analysis theory and by using the dynamics finite element analysis model of a three-dimensional assembly circuit module, dynamic characteristics of circuit module have been studied, including both natural characteristics analysis and dynamic responses analysis. Using a subspace method, modal analysis is first carried out. The first 6 orders of natural frequencies and vibration modes are obtained. Influence of the number of the Z-shaped metal slices on dynamic characteristics of the entire structure is also studied.Harmonic response analysis is then conducted. The steady-state response when the circuit module is subjected to harmonic excitation is determined. A curve of the response values against frequencies is obtained. As a result, the optimal number of Z-shaped metal slices can be determined, and it can be assured that the three-dimensional assembly circuit module has good performance in terms of the dynamic characteristics.     

基于有限元建模的VDT550立式车铣主轴部件模态仿真设计

获取机床结构的动态特性是确保精密加工的重要手段之一.基于有限元分析软件ANSYS Workbench 12.0,在Pro/E软件中建立机床主轴、主轴箱三维模型,进而将其导入ANSYS Workbench 12.0中进行有限元建模和模态分析,获得了固有频率和振型;在此基础上,分析了振型图中的最大变形区域,评价了共振薄弱点并提出了相应的结构修改建议.     

Axial compression behavior and analytical method of L-shaped column composed of concrete-filled square steel tubes

Based on the characteristics of an L-shaped column composed of concrete-filled square steel tubes, the axial compression experiment and nonlinear finite element analysis were carried out to study the mechanical property of the L-shaped column. The load-displacement curve for the L-shaped column, the deflection and load-strain curves for the mono columns were obtained by the axial compression experiment. The results show that the L-shaped column exhibits a flexural-torsional buckling failure mode. The numerical simulation by the finite element analysis shows that the bearing capacity and failure mode are in accordance with those of the axial compression experiment and the feasi- bility of the finite element analysis is proved. For the calculation of the bearing capacity of the L-shaped column com- posed of concrete-filled square steel tubes, an analytical method is proposed based on the theory of the elastic stability and spatial truss model. The results of the analytical method are in good agreement with those of the axial compression experiment and the finite element analysis.     

平板式半挂车车架有限元分析

应用Pro/E对平板式半挂车车架进行三维实体建模。对该模型进行简化处理、抽中面和修补后导入ANSYS。采用壳单元建立平板式半挂车车架的有限元模型,对车架进行静力分析和模态分析。结果表明,车架在弯曲和扭转工况下,刚度和强度满足要求;车架结构的低阶模态频率不在路面激励频带之内,不会产生共振现象。     

循环荷载作用下铝合金轴压构件稳定性能分析

研究了循环荷载作用下铝合金轴压构件的力学性能,并与钢轴压构件进行比较。采用通用有限元分析软件ANSYS对铝合金轴压构件的滞回性能进行有限元分析。分析方法考虑了材料非线性、几何非线性和初始缺陷的影响。根据计算结果,得到了6061-T6铝合金、6061-T4铝合金和Q235钢3种材料轴压构件的滞回曲线、恢复力骨架曲线和刚度退化曲线,并进行了比较研究。分析结果显示,铝合金轴压构件的滞回性能与低碳钢轴压构件较为类似,并受到材料本构关系的显著影响。     

基于NVH的轿车车身模态分析

车身结构模态分析是车身NVH特性研究的重要内容,识别车身系统模态对避免车身结构与声腔共振、降低车内噪声有着重要的意义.文章以某轿车车身为例,利用有限元法建立车身结构模型,进行模态分析计算,从而获得车身结构的模态频率和变形部位.     

Electronic scoring of essays: Does topic matter?

The scoring of student essays by computer has generated much debate and subsequent research. The majority of the research thus far has focused on validating the automated scoring tools by comparing the electronic scores to human scores of writing or other measures of writing skills, and exploring the predictive validity of the automated scores. However, very little research has investigated possible effects of the essay prompts. This study endeavoured to do so by exploring test scores for three different prompts for the ACCUPLACER^® WritePlacer^® Plus test which is scored by the IntelliMetric^® automated scoring system. The results indicated that there was no significant difference among the prompts overall; among males, between males and females, by native language or in comparison to scores generated by human raters. However, there was a significant difference in mean scores by topic for females.     

机床主轴的动刚性评估

本文提出了一种评估机床主轴的动刚性的一种新方法,此方法以机床主轴的固有频率为基础,在安装在机床主轴上的实验棒的半径方向上加振动脉冲,测出其固有频率,然后用固有频率算出主轴的刚度,另外对被测的机床又进行了主铣刀切削实验,得出了表面粗糙度与刚度的相关性.     

柔性制造单元中机器人行走系统的实验模态分析

介绍了柔性制造单元中机器人行走系统的结构设计.通过机械结构动态设计的主要途径——实验模态分析法（EMA）对设计结果进行了研究,并结合有限元模态分析法（FEM）对2种分析结果进行了比较.通过实验模态分析以及对比结果,能够有效地识别出行走系统的薄弱部位,为行走系统的优化设计和动态性能的提高奠定了理论基础.     

Parametric formulae for axial stiffness of CHS X-joints subjected to brace axial tension

Recent research has shown that circular hollow section (CHS) joints may exhibit non-rigid behavior under axial load or bending. The non-rigid behavior significantly affects the mechanical performance of structures. This paper is concerned with the parametric formulae for predicting axial stiffness of CHS X-joints while braces are in tension. The factors influencing the axial stiffness of CHS X-joints under brace axial tension are investigated, including the joint geometric parameters, the axial force of the chord, and bending moments of braces in two directions, etc. Effects of various parameters on axial stiffness of CHS X-joints are examined by systematic single-parameter nonlinear analysis using shell finite element methods. The analysis is implemented in a finite element code, ANSYS. The observed trends form the basis of the formulae for calculating the joint axial stiffness under brace axial tension by multivariate regression technique. In order to simplify the formulae, two non-dimensional variables are introduced. The proposed formulae can be used to calculate the joint axial stiffness in the design of single-layer steel tubular structures.     

超长钻孔灌注群桩承载特性的实验研究和数值分析

采用离心机模型试验和三维有限元模型对天兴洲大桥的超长嵌岩钻孔灌注群桩进行了分析.离心机试验中,根据相似理论,不同的原型材料用不同的指标进行模拟,细砂、桩身、承台分别以天然密度、抗压刚度、抗弯刚度作为指标进行模拟.对土体未开挖阶段、钻孔阶段、混凝土灌注阶段和养护阶段的应力场进行了详细的讨论,并应用ANSYS进行了分析.根据2种方法得到的结果,从荷载沉降曲线、桩身轴力分布和侧向摩阻分布等方面,对比分析了加载和卸载条件下超长钻孔群桩的承载特性.结果表明,有限元计算模型与离心机试验模型沉降观测的结果吻合得很好;桩顶反力的分布规律复杂,与承台的自身刚度、相应的假定和分析方法有关;轴力随着深度先稍微增加,后逐渐减少,并且在岩层中减少的速度远比砂土中快.     

福州市某商场上部桁架取代部分桩基方案分析

本文以工程实例为背景,通过使用大型有限元分析程序ANSYS10.0,建立模型,并根据规范要求,采用模态分析和振型分解反应谱法分析,对某商场框架结构进行了动力特性分析,得到了该结构桁架部分的自振频率、弯矩、剪力、轴力、结构位移分布等参数,得出一些有益的结论,为该结构的设计提供了依据,并为同类研究提供参考。     

CFRP约束轴压预压混凝土的峰值应变预测

对CFRP约束预压混凝土的轴压性能试验进行研究,并对混凝土的峰值应变的影响因素进行分析。结果发现,对于CFRP约束预压混凝土,峰值应变的主要影响因素可归结为等效圆柱约束刚度Er,混凝土弹性模量Ec和预加轴压比B三个因素。参考已有峰值应变模型,结合参数分析,对已有峰值应变模型进行改进,提出CFRP约束轴压预压混凝土的峰值应变预测模型,为CFRP约束预压混凝土的应力-应变模型的参数确定提供计算方法。     

壳梁组合结构自由阻尼处理有限元分析

构造了壳梁组合结构自由阻尼处理薄板结构的有限元模型, 将板单元的节点作为主节点, 梁单元的节点作为从属节点, 推导出相应的刚度矩阵和质量矩阵. 在用有限元法进行结构动态特性分析的基础上, 用模态变形能法估算了结构的模态损耗因子. 最后以一计算实例将本文方法所得结果与用ANSYS软件计算所得结果进行了比较, 结果表明本文方法计算效率高、简单可行, 且具有较高的精度和工程实用性.