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Strength assessment of steel plates subjected to compressive load and dent deformation

机译:承受压缩载荷和凹痕变形的钢板强度评估

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摘要

This work presents an assessment of the ultimate compressive strength of damaged steel plates with a local dent. Extensive non-linear finite element analyses are performed, where three groups of analyses are considered. In the first group, the effect of the dent orientation (longitudinal and transverse) is studied for three plate thicknesses. For the second group, the direction of the dent depth (upward and downward) with respect to the global initial imperfection is explored. In the third group, the variation of the dent size for several plate thicknesses and its influence on ultimate compressive strength is investigated. The post-collapse behaviours are discussed and the inflection plate slenderness with and without dent is observed, at which the behaviour of the plate changed. A certain dent breadth to the plate breadth ratio is established, revealing the different plate response. Based on the performed analyses, a generalised expression of the ultimate strength reduction factor due to dent is developed.
机译:这项工作提出了对带有局部凹痕的受损钢板的极限抗压强度的评估。进行了广泛的非线性有限元分析,其中考虑了三组分析。在第一组中,研究了三种板厚对凹痕取向(纵向和横向)的影响。对于第二组,探究了相对于整体初始缺陷的凹陷深度(向上和向下)的方向。在第三组中,研究了几种板厚的凹痕尺寸变化及其对极限抗压强度的影响。讨论了塌陷后的行为,并观察了带有和不带有凹痕的挠曲板的细长度,此时板的行为发生了变化。建立了一定的凹痕宽度与板宽度的比率,揭示了不同的板响应。基于所执行的分析,开发了由于凹痕导致的极限强度降低因子的通用表达式。

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