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Dynamic buckling load of thin-walled columns of closed cross-section subjected to pulse compression

机译:封闭截面薄壁柱在脉冲压缩下的动态屈曲载荷

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The paper deals with the dynamic response of thin-walled isotropic columns subjected to pulse compression. The columns consist of four rectangular thin plates. The problem is investigated on the basis of finite element method using the computer code ANSYS 8.1. The influence of the shape of pulse loading, imperfection sensitivity, time of pulse duration and geometrical parameters on the dynamic behaviour of columns is analysed. The dynamic buckling load is estimated on the basis of Budiansky-Hutchinson dynamic stability criterion.
机译:本文研究了薄壁各向同性柱承受脉冲压缩的动力响应。列由四个矩形薄板组成。使用计算机代码ANSYS 8.1,在有限元方法的基础上研究了该问题。分析了脉冲加载的形状,缺陷灵敏度,脉冲持续时间和几何参数对柱动力特性的影响。动态屈曲载荷是根据Budiansky-Hutchinson动态稳定性准则估算的。

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