扁桁架结构稳定分析几何非线性临界点-欧拉理论

研究了扁桁架结构的稳定性问题,提出了中等扁度桁架稳定分析的几何非线性临界点-欧拉理论.引入杆件应变能密度为1的条件,以欧拉稳定条件为约束,在精确的变形-位移下构造了高精度的迭代方法,准确地求解了杆件截面积和内力的稳定临界解.给出了数值例题,说明了该理论的有效性,并对已有的各种稳定性分析理论进行了评述.     

APPROACH FOR LAYOUT OPTIMIZATION OF TRUSS STRUCTURES WITH DISCRETE VARIABLES UNDER DYNAMIC STRESS, DISPLACEMENT AND STABILITY CONSTRAINTS

A mathematical model was developed for layout optimization of truss structures with discrete variables subjected to dynamic stress, dynamic displacement and dynamic stability constraints. By using the quasi-static method, the mathematical model of structure optimization under dynamic stress, dynamic displacement and dynamic stability constraints were transformed into one subjected to static stress, displacement and stability constraints. The optimization procedures include two levels, i.e., the topology optimization and the shape optimization. In each level, the comprehensive algorithm was used and the relative difference quotients of two kinds of variables were used to search the optimum solution. A comparison between the optimum results of model with stability constraints and the optimum results of model without stability constraint was given. And that shows the stability constraints have a great effect on the optimum solutions.     

运筹学中几个特殊离散线性规划的相对差分图上作业解法

为求解运筹学中某些特殊的线性整数规划和0-1规划问题,应用相对差分法发展了一种图上作业法,建立了这些规划问题的数学模型．该作业法通过目标函数与决策变量的约束条件间的相对差分,比较容易地求解了运输问题、分派问题、最短路程问题和货郎担问题,证明了方法的有效性。     

轴向行进弦附带质量-弹簧振子系统特征值分析

陀螺系统的特征值问题是一个重要课题.通过构造Green函数,解决了轴向行进弦附带单质量-弹簧振子耦合系统的特征值问题.根据Green函数构造定理,给出了耦合模型Green函数的显式形式,从而得到了精确的特征方程.讨论了当振子的特征频率接近于弦线的基频时,行进弦低阶模态与振子间的耦合作用,采用特征频率的最大变化定量地表征了这种耦合强度.数值结果表明:耦合系统的特征频率随着弹簧刚度的增大而增大,随着行进速度的增大而减小.最后,给出了系统可能出现重根的条件.     

密闭腔体声-结构耦合系统的动力灵敏度分析

以密闭空腔为对象,开展了声-结构耦合系统的动力分析和灵敏度计算,为系统性态优化设计提供理论和算法基础。分别把结构和声场进行离散化,推导了声-结构耦合系统的有限元方程,求解了耦合系统的频率和声压级响应。在此基础上,以结构尺寸为设计变量,计算了耦合系统的固有频率和声压级响应的灵敏度,解决了声-结构耦合系统动力灵敏度的数值算法问题。