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The influence of boundary conditions and axial deformability on buckling behavior of two-layer composite columns with interlayer slip

机译:边界条件和轴向变形对带夹层滑移的两层复合柱屈曲性能的影响

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摘要

This paper presents a detailed analysis of the influence of boundary conditions and axial deformation on the critical buckling loads of the geometrically perfect elastic two-layer composite columns with interlayer slip between the layers. An investigation is based on the extension of our preliminary analytical study of slip-buckling behavior of two-layer composite columns. It is proved that the boundary conditions of composite columns with interlayer slip are interrelated in longitudinal and transverse directions. The parametric analysis reveals that the influence of different longitudinal boundary conditions on critical buckling load is significant and can be up to 20%, while, on the other hand, the influence of axial deformation is negligible.
机译:本文详细分析了边界条件和轴向变形对层间存在层间滑移的几何完美弹性两层复合材料圆柱的临界屈曲载荷的影响。一项调查是基于我们对两层复合柱的滑移行为的初步分析研究的扩展。证明了层间滑动复合柱的边界条件在纵向和横向上是相互关联的。参数分析表明,不同的纵向边界条件对临界屈曲载荷的影响很大,可以达到20%,而另一方面,轴向变形的影响则可以忽略不计。

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