Notice of RetractionFracture mechanics analysis of cracked structure with partitioned coupled approach

S. Yoshimura, Y. Yusa
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Abstract

This paper describes fracture mechanics simulation with a partitioned iterative coupling method. Here an analysis object, i.e. a cracked structure, is decomposed into two domains, i.e. the one with a crack and the other without crack, both of which are analyzed separately. The size of the cracked domain is smaller, whereas the other domain is much larger. Fracture mechanics analysis is performed only in the small domain. To satisfy both geometric compatibility and force equilibrium on the boundary of the two domains, the two domains are analyzed repeatedly till getting convergence using some iterative solution technique. A benchmark analysis was performed to validate the method and to evaluate computational performance. The computed stress intensity factors were as accurate as those obtained using a conventional FEM and theoretical solution, while computational performance was comparable.
用分区耦合方法分析裂纹结构的断裂力学
本文采用分段迭代耦合法进行断裂力学模拟。这里将分析对象即裂纹结构分解为两个区域,即有裂纹的区域和无裂纹的区域,两个区域分别进行分析。裂纹区域的尺寸较小,而另一个区域的尺寸要大得多。断裂力学分析只在小范围内进行。为了同时满足两域边界上的几何相容和力平衡,采用迭代求解技术对两域进行反复分析,直至收敛。进行了基准分析以验证该方法并评估计算性能。计算得到的应力强度因子与传统有限元法和理论解计算得到的应力强度因子精度相当,而计算性能相当。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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