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Energy release rate for constrained and unconstrained modes in a delaminated beam-plate subjected to compressive load

机译:受压载荷作用下分层梁板中约束和非约束模式的能量释放率

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摘要

This paper presents elastic buckling and post-buckling analysis of an axially loaded isotropic beam-plate with an across-the-width delamination located at a given depth, subjected to in-plane compression. A simple analytical model for determining the global buckling load of the plate with delamination and the mode shape is developed, for various delamination depths and lengths. The influence of applied load on the displacement for a given crack length and depth is studied in the post-buckling state where the nonlinear large rotations are included. It is observed that the global buckling load for local delamination buckling increases with the increase in delamination depth from the upper surface, for a given delamination length, and the buckling load decreases if delamination length increases for a given delamination depth. In the post-buckling analysis, the displacement increases as the applied load increases. Strain energy release rate is calculated in the post-buckling state for both unconstrained and constrained local buckling modes.
机译:本文介绍了轴向受力各向同性梁板的弹性屈曲和屈曲后分析,该梁板在给定深度处进行了面内压缩,具有宽的分层。针对各种分层深度和长度,开发了一种简单的分析模型,用于确定具有分层和模态形状的板的整体屈曲载荷。在包括非线性大旋转在内的后屈曲状态下,研究了给定裂纹长度和深度下施加的载荷对位移的影响。可以观察到,对于给定的分层长度,局部分层屈曲的总体屈曲载荷随着距上表面的分层深度的增加而增加,并且如果分层厚度对于给定的分层深度增加,则屈曲载荷减小。在屈曲后分析中,位移随着施加载荷的增加而增加。在无约束和受约束的局部屈曲模式下,在屈曲后状态下计算应变能释放率。

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