用XFEM研究了不同面内荷载作用下带孔斜边裂纹板的混合模态应力强度因子

Q4 Engineering
Khubilal Khatri, A. Lal
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引用次数: 0

摘要

本文通过混合模式应力强度因子(MMSIF)介绍了带有圆孔的斜边裂纹板在各种平面内载荷(如拉伸、剪切和组合(拉伸和剪切)载荷)下的断裂行为。在计算孔在各种平面内载荷作用下的倾斜裂纹断裂行为方面缺乏工作。在这项工作中,使用扩展有限元法(XFEM)在平面应变条件下使用MATLAB对裂纹进行建模。MMSIF随着裂纹长度的增加而增加,但随着裂纹角度的增加,模式I SIF减少,而模式II SIF增加。与无孔板相比,有孔板的应力强度因子至关重要。在组合载荷下,板的MMSIF值最高,在拉伸载荷下最小。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Mixed mode stress intensity factors of slanted edge cracked plate with hole subjected to various in-plane loadings using XFEM
This manuscript presents the fracture behaviour of a slanted edge cracked plate with a circular hole subjected to various in-plane loadings, such as tensile, shear and combined (tensile and shear) loadings, through the mixed mode stress intensity factors (MMSIF). There is a lack of work in the direction of calculating the fracture behaviour of the slanted crack under the influence of a hole subjected to the various in-plane loadings. In this work, the crack is modelled using extended finite element method (XFEM) under plane strain condition using MATLAB. The MMSIFs are increased with the increment in the crack length but as the crack angle is increased the Mode-I SIFs are decreased whereas Mode-II SIFs are increased. The SIFs are critical for the plate with a hole as compared to the plate without a hole. The values of MMSIFs are the highest for the plate under combined loading and the least under tensile loading.
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