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Evaluations of failure initiation criteria for predicting damages of composite structures under crushing loading

机译:破碎载荷下复合结构损坏的失效启动标准的评估

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摘要

The crushing behaviors of thin-walled composite structures subjected to quasi-static axial loading are comparatively evaluated using four different failure initiation criteria. Both available crushing tests of composite corrugated plate and square tube are used to validate the stiffness degradation-based damage model with the Maximum-stress criterion. Comparatively, Hashin, Maximum-stress, Stress-based Linde, and Modified criteria are respectively implemented in the damage model to predict crush behaviors of corrugated plate and square tube. To develop failure criteria, effects of shear coefficients and exponents in the Modified and Maximum-stress criteria on damage mechanisms of corrugated plate are discussed. Results show that numerical predictions successfully capture both of experimental failure modes and load-displacement responses. The Modified criterion and particularly Maximum-stress criterion are found to be more appropriate for present crush models of corrugated plate and square tube. When increasing the failure index, the crushing load is decreased, which also causes premature material failure. The shear coefficient and exponents have dramatic influence on the crushing load. Overall, an insight into the quantitative relation of failure initiation is obtained.
机译:使用四种不同的衰竭启动标准对经受准静态轴向载荷进行准静态轴向载荷的薄壁复合结构的破碎行为。复合波纹板和方管的可用破碎试验都用于通过最大应力标准验证基于刚度的基于损伤的损伤模型。相比之下,哈希岛,最大应力,应力的林德和修改标准分别在损伤模型中实施,以预测瓦楞板和方管的压碎行为。讨论了破坏标准,讨论了剪切系数和指数在瓦楞板损伤机构的改进和最大应力标准中的影响。结果表明,数值预测成功捕获了两种实验失效模式和负载 - 位移应答。发现修改的标准和特别是最大应力标准更适合于瓦楞板和方形管的当前压碎模型。当增加故障指数时,粉碎负荷降低,这也导致过早的材料故障。剪切系数和指数对破碎负荷有巨大影响。总体而言,获得了对失败启动的定量关系的洞察。

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