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Modeling Of Residual Stresses In Structural Stainlesssteel Sections

机译:不锈钢结构型材中残余应力的建模

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摘要

The influence of residual stresses on structural members is to cause premature yielding and loss of stiffness, often leading to deterioration of load carrying capacity. Knowledge of their magnitude and distribution is therefore important for both structural design and finite-element simulations, and hence extensive studies have been performed on structural carbon steel components. With greater emphasis now being placed on durability and reducing consumption of resources, the use of stainless steel in construction is growing, heralding the need for a more precise understanding of its structural response. Stainless steel exhibits differing physical and thermal properties from carbon steel, both of which influence the formation of residual stresses, and it cannot simply be assumed that residual stress models for carbon steel are also appropriate for stainless steel. This paper examines all existing data on residual stresses in stainless steel sections, including data generated from a recent experimental program carried out at Imperial College, London and summarized herein. The collated residual stress data have been used to develop models for predicting the magnitude and distribution of residual stresses in press braked, cold rolled, hot rolled, and fabricated stainless steel structural sections.
机译:残余应力对结构构件的影响是导致过早屈服和刚度损失,这通常会导致承载能力下降。因此,了解它们的大小和分布对于结构设计和有限元模拟都很重要,因此已经对结构碳钢构件进行了广泛的研究。随着人们越来越重视耐用性并减少资源消耗,不锈钢在建筑中的使用正在增长,预示着需要对其结构响应进行更精确的了解。不锈钢表现出与碳钢不同的物理和热性能,这两者都会影响残余应力的形成,不能简单地假设碳钢的残余应力模型也适用于不锈钢。本文研究了所有有关不锈钢截面残余应力的现有数据,包括从伦敦帝国学院进行的最新实验程序生成的数据,并在此进行了总结。整理后的残余应力数据已用于开发模型,以预测压弯,冷轧,热轧和不锈钢结构型材中残余应力的大小和分布。

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