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Comparative evaluation of two physically based models for the description of stress-relaxation behaviour of 9% chromium containing steel

机译:用于描述9%含铬钢的应力松弛行为的两种基于物理模型的比较评估

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An attempt has been made to evaluate the applicability of two constitutive models related to the dislocation-obstacle interactions for the description of stress-relaxation behaviour of E911 tempered martensitic steel. The first one is Feltham model (Model-I) and the Model-II proposed by Christopher and Choudhary is based on the sine hyperbolic kinetic rate formulation coupled with the evolution of internal stress. The physical constants associated with these models have been determined by the minimization of errors between experimental and predicted relaxation stress vs. hold time data for two different strain hold levels of 1.3 and 2.5% at 873 K for E911 steel. Model-II provides better prediction of stress-relaxation behaviour of the steel as compared to Model-I. In addition to prediction of relaxation stress vs. hold time data, Model-II can able to capture the evolution of internal stress, inter-barrier spacing and activation volume with the hold time. The predicted increase in inter-barrier spacing and activation volume with hold time indicated that substructural coarsening remains dominant in E911 steel under stress-relaxation conditions.
机译:试图评估与位错-障碍相互作用有关的两个本构模型对描述E911回火马氏体钢的应力松弛行为的适用性。第一个是Feltham模型(Model-I),而Christopher和Choudhary提出的Model-II是基于正弦双曲动力学速率公式以及内部应力的演化。与这些模型相关的物理常数是通过最小化E911钢在873 K时两种不同的应变保持水平1.3和2.5%的实验应力和预测松弛应力与保持时间数据之间的误差最小而确定的。与模型I相比,模型II可更好地预测钢的应力松弛行为。除了预测松弛应力与保持时间的关系数据外,Model-II还可以捕获内部应力,壁垒间距和活化体积随保持时间的变化。势垒间距和活化体积随保持时间的增加预计表明,在应力松弛条件下,E911钢的亚结构粗化仍占主导地位。

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