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Buckling response of metallic foam composite sandwich panels subjected to edgewise compression

机译:金属泡沫复合材料夹芯板受侧向压缩的屈曲响应

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In present work, the critical buckling load of metallic foam composite sandwich panels is calculated by experimental, finite element methods (FEM) and theoretical analysis. The experimentally investigated is based on an edgewise compression test program to examine buckling failure and compressive properties. The metallic foam sandwich panels under edgewise compression tend to collapse in overall buckling mode. The most important factor that determines the overall buckling load of a sandwich panel under edgewise compression is the shear properties the metallic foam core. The sandwich beam theory and the FE model are developed for prediction of the buckling load of metallic foam sandwich structure. In despite of some differences existed among experimental data, FE and theoretical results, considering the existence of initial defects in sandwich structures which can’t be calculated in FE model and theory anlysis, the differences are in the reasonable range. The FE program developed in this paper can effectively be used to simulation of edgewise compression response for metallic foam composite sandwich structures. Theoretical and FE model results are in agreement with experimental result.
机译:在目前的工作中,通过实验,有限元方法(FEM)和理论分析来计算金属泡沫复合材料夹芯板的临界屈曲载荷。经过实验研究的是基于边缘压缩测试程序来检查屈曲破坏和压缩特性。在边缘压缩下的金属泡沫夹层板倾向于在整体屈曲模式下塌陷。决定夹芯板在侧向压缩下的整体屈曲载荷的最重要因素是金属泡沫芯的剪切性能。建立了夹层梁理论和有限元模型,用于预测金属泡沫夹层结构的屈曲载荷。尽管实验数据,有限元分析和理论结果之间存在差异,但考虑到有限元模型和理论分析无法计算的夹层结构初始缺陷的存在,差异在合理范围内。本文开发的有限元程序可以有效地用于模拟金属泡沫复合材料夹层结构的边向压缩响应。理论和有限元模型的结果与实验结果吻合。

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