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Finite element analysis of notched bars subjected to elastic-plastic deformation

机译:缺口棒材弹塑性变形的有限元分析

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摘要

For many years engineers and scientists have speculated about the relationship between the load carrying capacity of notched bars and their stress concentration factors. However, past attempts to quantify this relationship have failed and the problem remains largely unresolved. This study strongly supports the view that this relationship exists, and that there are correlations between load carrying capacity and stress concentration for notched bars subjected to tension.The study was done with the use of computer aided technology and finite element analysis, which allowed for more rigorous testing procedures when compared with conventional tensile testing methods. Two studies were conducted.firstly, an analysis which assumed perfectly elastic conditions, and secondly, an analysis which assumed realistic elastic-plastic conditions. Variables of interest included maximum strain energy density, plastic collapse load, elastic stress concentration factor, elastic-plastic stress concentration factor, root radius and the distance between the notch surface to the maximum load. It was found that these variables correlate to one another and that most of them are dependent on material properties. Both linear and non-linear relationships were found. Linear relationships were quantifiable and were represented by equations. Equations for most of the non-linear relationships could not be substantiated, as there were not enough data points present.
机译:多年来,工程师和科学家一直在猜测带缺口钢筋的承载能力与其应力集中系数之间的关系。但是,过去量化这种关系的尝试失败了,该问题在很大程度上仍未解决。这项研究强烈支持这种关系存在的观点,并且承受拉力的缺口钢筋的承载能力与应力集中之间存在相关性。这项研究是利用计算机辅助技术和有限元分析完成的,从而可以与常规拉伸测试方法相比,测试程序严格。进行了两项研究:首先,分析假设理想的弹性条件,其次,分析假设实际的弹塑性条件。感兴趣的变量包括最大应变能密度,塑性破坏载荷,弹性应力集中系数,弹塑性应力集中系数,根部半径和缺口表面到最大载荷之间的距离。发现这些变量彼此相关,并且它们中的大多数取决于材料特性。发现线性和非线性关系。线性关系是可量化的,并由方程表示。由于没有足够的数据点,因此大多数非线性关系的方程无法得到证实。

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