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Numerical assessment of experiments on the ultimate strength of stiffened panels with pitting corrosion under compression

机译:压缩下点蚀腐蚀加劲板极限强度试验的数值评估

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The ultimate strength of stiffened panels under compressive loads is assessed by numerical simulations, in order to compare with tests made to investigate the influence on the ultimate strength of varying pit location, pit diameter and pit depth. The validated model is them used for a numerical study on the influence of pitting on the residual ultimate strength of stiffened panels by a series of non-linear finite element analysis. The parameters of pit position, diameter, number, depth, and corroded volume loss will be investigated for the stiffened panels subjected to axial compressive load with initial deformations. It is found that the pits will induce the buckling failure of stiffened panels. All parameters discussed in this paper have significant influence on the residual ultimate strength of the pitting corroded stiffened panel. A formula was derived by introducing the reduction of plate slenderness and column slenderness.
机译:通过数值模拟评估加筋板在压缩载荷下的极限强度,以便与进行调查以研究变化的凹坑位置,凹坑直径和凹坑深度对极限强度的影响的试验进行比较。经过验证的模型可以通过一系列非线性有限元分析将其用于点蚀对加筋板残余极限强度的影响的数值研究。将研究承受轴向压缩载荷并具有初始变形的加劲板的凹坑位置,直径,数量,深度和腐蚀体积损失的参数。发现凹坑将引起加劲板的屈曲破坏。本文讨论的所有参数都对点蚀腐蚀的加劲板的残余极限强度产生重大影响。通过引入板细长度和柱细长度的降低来推导公式。

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