Indentation of rigidly supported sandwich beams with core gradation
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Indentation of rigidly supported sandwich beams with core gradation

机译:具有核渐变的刚性支撑的夹层梁的凹陷

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Highlights?Indentation behaviour of sandwich beams with core gradation is investigated under concentrated loading.?Effects of core layer arrangements on initial failure load are investigated.?Effects of core thickness and core strength ratios on initial failure load are studied.AbstractSandwich structures with optimized foam core have received considerable attention. The objective of this study is to investigate the indentation of sandwich beams with a two-layer core gradation. An analytical model is developed to predict the large indentation deflections of sandwich beams with two-layer metal foam cores subjected to the concentrated loading. Analytical predictions are compared with finite element simulations and good agreement is obtained. The effects of face sheet strength, core strength, and thickness ratio on the initial failure load of sandwich beams with core gradation are discussed in detail. The results show that through variation of the core thickness ratio and core strength ratio, the failure mode of sandwich beams could be controlled. Meanwhile, the load-carrying and energy absorption capacity of the sandwich beams can also be improved. This work is useful in the core design of the sandwich structures.Graphical abstractDiagrammatic sketch of indentation of sandwich structures with core gradient, and normalized failure load surface versus core thickness ratioa?=?C1/C2and core strength ratio ??=?σ1/σ2 as well as normalized failure load surface versus core thickness ratioa?=?C1/C2and face sheet strengthσ?. Configuration 1 and Configuration 2 are with changed positions of two foam core layer.Display Omitted]]>
机译:<![cdata [ 突出显示 < CE:列表项ID =“celistItem0002”> 核心层安排对初始故障负载的影响。 研究了核心厚度和核心强度比对初始故障载荷的影响。 Abstract 使用优化泡沫核心的夹层结构受到了相当大的关注。本研究的目的是研究用双层芯灰度的夹层梁的缩进。开发了一种分析模型,以预测夹层梁的大压痕偏转,其具有浓缩浓缩的双层金属泡沫芯。分析预测与有限元模拟进行了比较,并获得了良好的协议。详细讨论了面板强度,芯强度和厚度比与芯灰度的夹层梁初始失效负荷的影响。结果表明,通过芯厚度比和芯强度比的变化,可以控制夹层梁的故障模式。同时,也可以提高夹层梁的承载和能量吸收能力。这项工作在夹层结构的核心设计中有用。 图形摘要 用核心梯度的夹层结构缩进的图解剪影,归一化失败负荷表面与核心厚度比 a ?=? c 1 / C 2 和核心强度比? ?=?σ 1 / σ 2以及归一化故障负载表面与核心厚度比 a ?=? c 1 / c 2 和面板Stre ngth σ 。配置1和配置2具有变化的两个泡沫芯层的位置。 显示省略 ]]>

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