Evaluation of Stress Intensity Factor at Mode II condition by J integral

Won-Beom Kim
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Abstract

Large steel structures are exposed to several types of loads depending on the configuration of the structure or member. In many cases, the axial force primarily affects the strength of structures. On the other hand, the life of a structure can be affected depending on the type of load, for example, shear force or mixed loads. This study examined the Mode II state of the loading condition under fatigues and fractures. Mode I fatigues and fractures have been extensively studied in evaluating the stress intensity factor (SIF), but Mode II failure has seldom been studied. In addition, many types of specimens have been used because a standardized specimen or experimental procedure has not yet been established for Mode II conditions. Therefore, the behavior of the SIF of the Mode II condition was examined using the finite element method (FEM) and J integral with an in-house FEM program. The evaluation used 3905 nodes and 7596 elements of a full model specimen with a crack length of 0.04 m. The results were compared with other results, and an accuracy of more than 97.4 % was achieved with the proposed calculation.
通过 J 积分评估模式 II 条件下的应力强度因子
根据结构或构件的构造,大型钢结构会承受多种类型的荷载。在许多情况下,轴向力主要影响结构的强度。另一方面,结构的寿命也会受到荷载类型的影响,例如剪力或混合荷载。本研究考察了疲劳和断裂情况下加载条件的模式 II 状态。在评估应力强度因子(SIF)时,已对模式 I 疲劳和断裂进行了广泛研究,但很少对模式 II 失效进行研究。此外,由于尚未针对模式 II 条件建立标准化的试样或实验程序,因此使用了多种类型的试样。因此,我们使用有限元法(FEM)和内部 FEM 程序的 J 积分对模式 II 条件下的 SIF 行为进行了研究。评估使用了全模型试样的 3905 个节点和 7596 个元素,裂缝长度为 0.04 米。评估结果与其他结果进行了比较,建议的计算精度超过 97.4%。
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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