1986
DOI: 10.1016/0016-0032(86)90074-8
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Interaction Between Two Internal Collinear Cracks and a Circular Inclusion Under Longitudinal Shear

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Cited by 3 publications
(6 citation statements)
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“…(2). The compliance coefficients are used in general constitutive relations (2). Except a 901 rotation of orthotropy, materials 2 and 3 are same.…”
Section: Resultsmentioning
confidence: 99%
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“…(2). The compliance coefficients are used in general constitutive relations (2). Except a 901 rotation of orthotropy, materials 2 and 3 are same.…”
Section: Resultsmentioning
confidence: 99%
“…Relations (2) and (3) are accompanied by the equilibrium equations @s x @x þ @s xy @y ¼ 0, @s xy @x þ @s y @y ¼ 0,…”
Section: Formulation Of the Problemmentioning
confidence: 99%
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“…The respective case of the static problem of the interaction between a crack and an inclusion in tension, has been treated in [9], whereas the case of a single inclusion in a plate containing either one or two cracks in antiplane shear was treated in [11,12], respectively.…”
Section: Statement Of the Dynamic Problem And Experimental Evaluationmentioning
confidence: 99%
“…As in related studies, the cases of an interaction between a bonded or a misfitting circular elastic inclusion and one or more stationary cracks under in-plane or anti-plane tractions have been treated theoretically [9][10][11][12]. Also, some investigations had encountered the problem of the dynamic propagation of a crack against a hole [13,14].…”
Section: Introductionmentioning
confidence: 99%