缺口试样应力集中系数的验证及屈服点外局部应力的估计

Vinayak H. Khatawate, M. Dharap, R. Moorthy
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引用次数: 0

摘要

本文采用有限元分析方法对三个缺口试件进行了缺口根部应力的估计。对缺口进行线性有限元分析以评估应力集中系数(Kt),并使用Roark公式进行验证。对三个试件进行了非线性有限元分析(NLFEA),评估了缺口根部的局部塑性应力,并采用缺口应力应变转换(NSSC)规则,即Neuber规则和等效应变能密度(ESED)方法进行了比较。研究发现,Neuber规则对平面试样的塑性应力预测结果较好,而ESED规则对圆柱形试样的塑性应力预测结果较好。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Validation of Stress Concentration Factor and Estimation of Local Stresses Beyond Yield Point of the Material for Notched Specimens
In this paper, estimation of stresses at the notch root is reported for the three notched specimens using finite element analysis (FEA). Linear FEA is performed on the notches to evaluate stress concentration factor (Kt) and validated using Roark’s formulae. For the three specimens, nonlinear finite element analysis (NLFEA) is performed to evaluate local plastic stresses at the notch root and compared using notch stress strain conversion (NSSC) rules viz., Neuber’s rule and Equivalent strain energy density (ESED) approach. It is found that Neuber’s rule predicts better results of plastic stresses for flat specimens, whereas ESED predicts better results for cylindrical specimen.
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