Stability Analysis of Spatial Cubic Spline Geometric Nonlinear Beam Element Considering the Second-Order Effect

To analyze the stability problem of spatial beam structure more accurately,a spatial cubic spline geometric nonlinear beam element was proposed considering the second-order effect.The deformation field was built with cubic spline function,and its curvature degree of freedom (DOF) was eliminated by static condensation method.Then we got the geometric nonlinear stiffness matrix of the new spatial two-node Euler-Bernoulli beam element.Several examples proved calculation accuracy of the critical load by meshing a bar to one element using the method of this paper was equivalent to mesh a bar to 3 or 4 traditional nonlinear beam elements.     

A Study of Dynamic Analysis Method for the Rigid-Flexible Coupled Bar Linkage System

In order to present a dynamic analysis method for the rigid-flexible coupled bar linkage system (RFCBLS),the flexible element motion equation was gotten by Lagrange Equation and the rigid element motio...     

精确运动弹性动力学分析方法的显式表达

该文从柔性体的虚位移原理出发，建立精确运动弹性动力分析方法(kineto-Elastodylnamic Analysis)的一种新表达，其运动方程计入刚体大运动与弹性变形的非线性耦合项，整体坐标系下的单元运动方程采用显式表达，避免了在方程中采用旋转变换矩阵的导数，且方程形式及系统方程的组装方式都与基于瞬时结构假设的一般运动弹性动力分析方法保持相同，只需在一般运动弹性动力分析方程中添加几项便可得到该文方程。最后，给出平面连杆机构系统的详细表达，并举例说明。     

基于等效初始缺陷尺寸和功率谱法的起重机疲劳寿命预测

基于Kitagawa-Takahashi图提出了一种计算起重机金属结构等效初始裂纹尺寸及其统计学分布的方法,此方法的优点在于只用到疲劳寿命极限和疲劳裂纹扩展门槛值,与随机变化的载荷应力无关.为计及载荷次序以及裂纹闭合效应对疲劳寿命的影响,基于载荷的功率谱密度,给出了一种频域分析的起重机疲劳寿命预测方法.为验证所提方法的有效性,将文中方法的预测结果与文献中的起重机箱形梁的疲劳实验结果进行对比,结果表明估算寿命与实验寿命吻合,文中方法具有实用性和可靠性.