1980
DOI: 10.1007/bf00013381
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A mixed-mode crack analysis of rectilinear anisotropic solids using conservation laws of elasticity

Abstract: A very simple and convenient method of analysis for studying two-dimensional mixed-mode crack problems in rectilinear anisotropic solids is presented. The analysis is formulated on the basis of conservation laws of anisotropic elasticity and of fundamental relationships in anisotropic fracture mechanics. The problem is reduced to a system of linear algebraic equations in mixed-mode stress intensity factors. One of the salient features of the present approach is that it can determine directly the mixed-mode str… Show more

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Cited by 135 publications
(49 citation statements)
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“…Hence, two SIFs are required, one for each mode (mode 1 and mode 2). In order to evaluate these, the interaction integral of [41] is utilised. The interaction integral is an extension to the widely accepted J-Integral of Rice [42].…”
Section: The Interaction Integral For Sif Evaluationmentioning
confidence: 99%
See 1 more Smart Citation
“…Hence, two SIFs are required, one for each mode (mode 1 and mode 2). In order to evaluate these, the interaction integral of [41] is utilised. The interaction integral is an extension to the widely accepted J-Integral of Rice [42].…”
Section: The Interaction Integral For Sif Evaluationmentioning
confidence: 99%
“…Therefore, in accordance with Wang [41], if Equation 9 is used in conjunction with the conservation law for two independent equilibrium states of the linearly elastic solid, both SIFs can be computed. By defining two equilibrium states, and in accordance with the Principle of Superposition, the J-integral for the superimposed (combined) state is shown to be,…”
Section: The Interaction Integral For Sif Evaluationmentioning
confidence: 99%
“…aux ij; j = 0 (no body forces). In this case, the auxiliary displacement ÿeld is given by Equation (2), and the auxiliary strain ÿeld is the symmetric part of the gradient of the auxiliary displacement ÿeld, i.e. aux ij = (u aux i; j + u aux j; i )=2.…”
Section: Non-equilibrium Formulationmentioning
confidence: 99%
“…Despite the progresses concerning the mathematical formulation of constitutive laws and the evaluation of overall properties of engineering materials ( [29,9,10,48,19,51,34,41,21,45] and many others, especially in the 2D context), the 3D modelling of interaction between initial and damage-induced anisotropies remains a difficult task, even in the context of phenomenological models (see, for example, [26,44,16,5]). In this paper, this coupling is addressed by means of Eshelby-type homogenization techniques.…”
Section: Introductionmentioning
confidence: 99%