面外横向线性弹簧Mises桁架极限与分岔点的解析与数值方法

W. T. M. Silva, Éder L. R. Nascimento, L. M. Bezerra
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引用次数: 3

摘要

摘要随着高强度钢的使用越来越多,结构的抗弯性越来越强,但也越来越纤细。因此,必须考虑和预防结构失稳现象。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Analytical and Numerical Approach to Detect Limit and Bifurcation Points of Mises Truss with Out-of-Plane Lateral Linear Spring
AbstractWith the increasing use of high-strength steel, structures are becoming more resistant but also more slender. Therefore, the phenomenon of structural instability must be considered and prev...
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