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Determination and representation of the stress coefficient terms by path-independent integrals in anisotropic cracked solids

机译:各向异性裂纹固体中与路径无关的积分的应力系数项的确定和表示

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Because the elastic T-stress and other coefficients of the higher-order terms play an important role in fracture mechanics such as the stability of crack kinking. crack path, and two-parameter characterization of elastic-plastic crack tip fields, determination of all the coefficients in the crack tip field expansion in an anisotropic linear elastic solid is presented in this paper. Utilizing conservation laws of elasticity and Betti's reciprocal theorem, together with selected auxiliary fields, T-stress and third-order stress coefficients near the crack tip are evaluated first from path-independent line integrals. To determine the T-stress terms using the J-integral and Betti's reciprocal work theorem, auxiliary fields under a concentrated force and moment acting at the crack tip are used respectively. Through the use of Stroh formalism in anisotropic elasticity, analytical expressions for all the coefficients including the stress intensity factors are derived in a compact form that has surprisingly simple structure in terms of one of the Barnett-Lothe tensors, L. The solution forms for degenerated materials, monoclinic, orthotropic, and isotropic materials are also presented.
机译:因为弹性T应力和其他高阶项的系数在诸如断裂扭结的稳定性等断裂力学中起着重要作用。本文给出了裂纹路径,并通过弹塑性裂纹尖端场的两参数表征,确定了各向异性线性弹性固体中裂纹尖端场扩展的所有系数。利用弹性守恒律和Betti倒数定理,再结合选定的辅助场,首先从与路径无关的线积分中评估裂纹尖端附近的T应力和三阶应力系数。为了使用J积分和Betti的倒数功定理确定T应力项,分别使用了集中力和作用在裂纹尖端的力矩下的辅助场。通过在各向异性弹性中使用Stroh形式主义,对所有系数(包括应力强度因子)的解析表达式以紧凑形式导出,该紧凑形式就Barnett-Lothe张量L而言具有令人惊讶的简单结构。还介绍了单斜,正交各向异性和各向同性材料。

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