Contour integrals in nonlinear fracture mechanics for mixed forms of deformation

Q3 Materials Science PNRPU Mechanics Bulletin Pub Date : 2022-12-15 DOI:10.15593/perm.mech/2022.2.02
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Abstract

Modern knowledge in the field of fracture mechanics is the first key knowledge in solving the problems of safety and strength of the objects with crack-like damages of the various origins. Nonlinear fracture mechanics in the analysis of the stress-strain state in the crack tip region is based on the one- and two-parameter approaches. The classical one-parameter studies involve the study of singular quantities, including a contour J -integral, independent of the path of integration, a stress intensity factor (SIF), etc. The values of the SIF and J -integral are interdependent. Combined methods are very popular, based on the union of numerical, experimental and analytical calculations, which make it possible to obtain the most clear description of the parameters of fracture mechanics. Calculation of the J -integral in finite element models, by the method of reactions or stresses, is very effective, but this requires sufficiently accurate analytical representations of the contour J -integral. There are certain limiting conditions when obtaining such formulas. In the numerous scientific works, it has been proved that J is an integral in the most cases does not depend on the path of integration, but is highly dependent on the methods of describing the parameters of the stress-strain state, as well as their derivatives, on the dimension of the problem and on the degree of distance of the contour of integration from the crack tip. In this paper, we review and present the author's conclusions of the contour integrals in nonlinear fracture mechanics for three cases: the classical Hutchinson - Rosengren - Rice solution (HRR), contour integrals in the gradient theory of plasticity, and the calculation of the J -integral for a general case when the components of stresses and displacements are the functions of three Cartesian coordinates. A generalized J- integral is derived and used to characterize a nonlinear amplitude fac.
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混合变形形式非线性断裂力学中的轮廓积分
断裂力学领域的现代知识是解决各种来源的裂纹状损伤物体的安全性和强度问题的第一个关键知识。非线性断裂力学在分析裂纹尖端区域应力-应变状态时基于单参数和双参数方法。经典的单参数研究涉及奇异量的研究,包括独立于积分路径的轮廓J积分、应力强度因子(SIF)等。SIF和J积分的值是相互依赖的。基于数值计算、实验计算和分析计算相结合的组合方法非常流行,这使得获得对断裂力学参数的最清晰描述成为可能。在有限元模型中,用反作用力或应力的方法计算J积分是非常有效的,但这需要轮廓J积分的足够精确的分析表示。当获得这样的公式时,存在一定的限制条件。在众多的科学著作中,已经证明J是一个积分,在大多数情况下不取决于积分的路径,而是高度依赖于描述应力-应变状态参数及其导数的方法、问题的尺寸以及积分轮廓与裂纹尖端的距离。本文回顾并给出了作者关于非线性断裂力学中三种情况下的轮廓积分的结论:经典的Hutchinson-Rosengren-Rice解(HRR)、塑性梯度理论中的轮廓积分,以及当应力和位移分量是三个笛卡尔坐标系的函数时,一般情况下J积分的计算。导出了一个广义J积分,并用它来刻画一个非线性幅度fac。
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来源期刊
PNRPU Mechanics Bulletin
PNRPU Mechanics Bulletin Materials Science-Materials Science (miscellaneous)
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1.10
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