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Residual ultimate strength of structural members with multiple crack damage

机译:具有多个裂纹损伤的结构构件的残余极限强度

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This paper highlights the importance of residual ultimate strength in aging structures with multiple cracking damage and suggests simplified models for predicting the ultimate strength of multi-cracked structural members. Nonlinear finite element methods are employed to investigate the residual ultimate strength characteristics of these members when they have both a 'lead crack' and several 'disturbing cracks.' The link-up mechanism between lead and disturbing cracks at the plastic zones in terms of the ligament is illustrated. The effects of the location and size of the disturbing cracks when the lead crack is dealt with as a primary parameter of influence are investigated. It is found that when these disturbing cracks are near the lead crack, they reduce the ultimate strength of the structural members. However, their effect is negligible when they are located in a low-stress region of these members. A number of important insights drawn from the study presented herein are documented.
机译:本文强调了具有多重裂纹损伤的时效结构中残余极限强度的重要性,并提出了用于预测多裂纹结构构件极限强度的简化模型。非线性有限元方法用于研究这些构件同时具有“铅裂纹”和多个“扰动裂纹”时的残余极限强度特性。以韧带的形式说明了塑料区的铅与干扰性裂纹之间的连接机制。研究了将铅裂纹作为影响的主要参数时扰动裂纹的位置和大小的影响。已经发现,当这些扰动的裂纹接近铅裂纹时,它们降低了结构构件的极限强度。但是,当它们位于这些构件的低应力区域时,它们的作用可以忽略不计。记录了从本文介绍的研究中得出的许多重要见解。

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