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Finite element analysis for local stability of thin-walled box section

机译:薄壁盒盒局部稳定性的有限元分析

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In view of the problem how to calculate the local stability on the structure of thin-walled box section, the finite element analysis was carried out with ANSYS package as tool in this paper. Considering the cross-section as a whole, a parametric finite element model and the parametric optimization model for the local stability calculation of the box section were established. Taking a rectangular cross-section as an example, its critical stress was calculated, and the result coincides with that from the analytic method. The increase degree in the critical stress that the rectangular cross-section is transformed into the hexagonal cross-section was obtained by another calculation. The local stability of a dodecagonal cross-section structure was also analyzed. The method given by this paper can applied to the calculation of the local stability on the many sorts of cross-section shape, which has practical reference for the design of the thin-walled box section structure.
机译:鉴于如何计算薄壁盒部分结构的本地稳定性,在本文中使用ANSYS包作为工具进行有限元分析。考虑整个横截面,建立了参数化有限元模型和用于盒子部分的局部稳定性计算的参数化优化模型。以矩形横截面为例,计算其临界应力,结果与分析方法的结果一致。矩形横截面转化为六边形横截面的临界应力的增加程度是通过另一个计算获得的。还分析了十二组横截面结构的局部稳定性。本文给出的方法可以应用于在许多横截面形状上的局部稳定性的计算,其具有用于设计薄壁盒截面结构的实用参考。

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