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Critical state of a thin-walled beam under combined load

机译:组合荷载作用下薄壁梁的临界状态

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摘要

Subject of the paper is a simply supported thin-wailed beam. The beam carries uniformly distributed transverse load, small axial force and two different moments located at its both ends. The elastic potential energy and the work of the loads for the beam are described. Basing on the minimum of the total potential energy the general algebraic equation of the critical state for the beam is obtained. The equation describes a convex hyper-surface. Particularly simply load cases are studied. Based on the general equation of the critical state numerical investigations are realized. The results are shown in figures.
机译:本文的主题是简单支撑的薄梁。梁承受均匀分布的横向载荷,较小的轴向力以及位于梁两端的两个不同力矩。描述了梁的弹性势能和载荷功。根据总势能的最小值,获得了束临界状态的一般代数方程。该方程式描述了一个凸超曲面。研究特别简单的载荷工况。基于临界状态的一般方程,实现了数值研究。结果显示在图中。

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