预测韧性断裂的XFEM模型的标定与验证

Israel Pereira, D. Sarzosa
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引用次数: 0

摘要

扩展有限元法(XFEM)已成为结构工程师研究断裂问题的可靠工具。该方法是在1999年引入的,作为解决包含和不连续模型的替代方法。由于它是一种最新的方法,尽管在大多数商业软件中都可以使用,但使用XFEM进行建模缺乏对该方法在网格细化和其他适合构建模型的参数方面的敏感性的评估。本实验和数值研究探讨了扩展有限元法预测ASTM A285钢压力容器典型断裂试样的韧性裂纹扩展。首先,进行了详细的参数研究,以再现从使用深裂纹弯曲样品的断裂韧性测试中获得的载荷与位移曲线。然后,在标定模型参数后,利用该模型预测不同裂纹尖端三轴性水平下试件的响应。为此,对带和不带侧槽的浅裂纹弯曲试样进行建模,并与实验韧性测试进行比较。总的来说,在实验和数值响应之间观察到很好的一致性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Calibration and Verification of XFEM Model to Predict Ductile Fracture
The XFEM (Extended Finite Element Method) has emerged as a reliable tool for structural engineers to study fracture problems. This method was introduced in 1999 as an alternative to the solution of models with inclusions and discontinuities. As it is a recent method and despite being available in most of the commercial software, the modeling with XFEM lacks assessment on the sensitivity of the method in terms of mesh refinement and other parameters that need to be suitable for building the model. This experimental and numerical study explores the Extended Finite Element Method to predict ductile crack propagation of typical fracture specimens made of a pressure vessel ASTM A285 steel. First, a detailed parametric study is conducted to reproduce the load versus displacement curve obtained from a fracture toughness test using deep crack bend samples. Then, after calibrating the model parameters, the model is used to predict the response of specimens with different levels of crack-tip triaxiality. For this purpose, shallow crack bend specimens with and without side grooves are modeled and compared to experimental toughness tests. Overall, a good agreement between experimental and numerical responses was observed.
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