带有附加自由度的拓扑结构静力再分析的外推法

Fei Cheng, Hang Xiu, Tao Xu, Hao Zhang
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引用次数: 1

摘要

提出了一种具有附加自由度的拓扑结构静力再分析新方法。该方法易于实现,适用于随着自由度的增加而进行修改的情况。首先,通过Guyan约简,假设新增加的自由度与修改结构的原始自由度相关联,得到简化方程。其次,采用外推法求解改进后结构的原自由度位移;并且可以恢复由于拓扑修饰而增加的自由度的位移。为了说明该方法的应用,将该方法应用于一个数值算例。数值结果表明了所提再分析算法的准确性和有效性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
The Extrapolation method for structural static reanalysis of topological modifications with added degrees of freedom
A new method for structural static reanalysis of topological modifications with Added Degrees of Freedom (DOFs) is presented. The proposed procedure is easy to implement and suit for the case of modifications with the number of DOFs is increased. First, the newly added degrees of freedom are assumed to be linked to the original DOFs of the modified structure by means of the Guyan reduction so as to obtain the condensed equation. Second, the displacements of the original DOFs of the modified structure are solved using the Extrapolation method. And the displacements of the newly added DOFs resulting from topological modification can be recovered. In order to illustrate the application of the present method, the present method is applied to a numerical example. The numerical results show the exactitude and effectiveness of the presented reanalysis algorithm.
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