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A Universal Method for Acquiring the Constitutive Behaviors of API-5 L X90 Welds

机译:获取API-5 L X90焊缝本构行为的通用方法

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摘要

The uniform elongation, which is the key factor to the constitutive behavior, is generally calculated by the ConsidSre criterion, i.e., the uniform elongation equates the work-hardening exponent. However, it is found in this study that the widely used ConsidSre criterion is not applicable to metals when the materials are subjected to the maximum load, as the first derivative of the fitted constitutive behavior is not zero which is the basic assumption in ConsidSre criterion. To acquire the whole constitutive behaviors, an accurate and universal method is proposed, based on the work-hardening exponent and yield strength, to calculate the uniform elongation beforehand. With the yield strength obtained via the DIC data, and the work-hardening exponent determined by fitted Ramberg-Osgood model, the uniform elongation can be calculated by the new proposed method. The accuracy of the new method is validated by the conventional load method, indicating that the proposed method is applicable and feasible. With the uniform elongation calculated by the proposed method, the whole constitutive behavior of API 5 L X90 welds can be easily obtained.
机译:均匀伸长率是本构行为的关键因素,通常由ConsidSre准则计算,即,均匀伸长率等于加工硬化指数。然而,在这项研究中发现,当材料承受最大载荷时,广泛使用的ConsidSre准则不适用于金属,因为拟合本构行为的一阶导数不为零,这是ConsidSre准则的基本假设。为了获得整体的本构行为,提出了一种基于加工硬化指数和屈服强度的精确通用的方法,可以预先计算出均匀的伸长率。通过DIC数据获得的屈服强度,并通过拟合的Ramberg-Osgood模型确定加工硬化指数,可以通过新提出的方法来计算均匀伸长率。通过常规载荷法验证了该方法的准确性,表明该方法是可行的。利用所提出的方法计算出的均匀伸长率,可以轻松获得API 5 L X90焊缝的整体本构行为。

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