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The effect of material stress-strain characteristics on the ultimate stress and critical buckling strain of flat plates subjected to uniform axial compression

机译:材料应力-应变特性对均匀轴向压缩下平板的极限应力和临界屈曲应变的影响

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摘要

The buckling capacity of uniformly compressed flat plates has been investigated in this study. Material properties were characterized based on parameterization of the stress-strain curves using a simple and novel mathematical expression. Idealized stress-strain relationships were developed using the proposed material model and extensive parametric numerical analyses were conducted to investigate the effect of the material stress-strain properties on the buckling capacity of flat plates. For stress-strain curves with a yield plateau, the results of the parametric study showed a minimal influence of the material properties on the buckling capacity of the plates whereas a significant effect of the strain-hardening properties was observed in plates with round-house curves. Ultimately, the proposed stress-strain model was shown to be remarkably useful for capturing the relevant intricacies associated with material nonlinearity when predicting the buckling capacity and post-buckling behavior of uniformly-compressed flat plates. (C) 2018 Elsevier Ltd. All rights reserved.
机译:在这项研究中研究了均匀压缩平板的屈曲能力。使用简单而新颖的数学表达式,基于应力-应变曲线的参数化来表征材料性能。使用提出的材料模型开发了理想的应力-应变关系,并进行了广泛的参数数值分析,以研究材料应力-应变特性对平板屈曲能力的影响。对于屈服平稳的应力-应变曲线,参数研究的结果表明,材料性能对板的屈曲能力的影响最小,而在具有圆孔曲线的板中,观察到应变硬化性能的显着影响。最终,当预测均匀压缩平板的屈曲能力和屈曲后行为时,所提出的应力-应变模型对于捕获与材料非线性相关的复杂性非常有用。 (C)2018 Elsevier Ltd.保留所有权利。

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