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contributor authorA. S. Selvarathinam and
contributor authorJ. G. Goree
date accessioned2017-05-08T23:58:54Z
date available2017-05-08T23:58:54Z
date copyrightMarch, 1999
date issued1999
identifier issn0021-8936
identifier otherJAMCAV-26464#278_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/121711
description abstractThe solution of the branched crack problem for an isotropic material, employing the dislocation method as developed by Lo (1978), results in a singular integral equation in which the slope of the crack-opening displacement is the unknown. In this brief note, using the function-theoretic method, the behavior of this unknown function is investigated at the corner where the branched and main crack meet and it is shown that the order of stress singularity obtained at the reentrant corner of the branched crack is given by the Williams’ (1952) characteristic equation for the isotropic wedge.
publisherThe American Society of Mechanical Engineers (ASME)
titleNature of Stress Singularities at the Reentrant Wedge Corner for a Branched Crack Problem
typeJournal Paper
journal volume66
journal issue1
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.2789163
journal fristpage278
journal lastpage280
identifier eissn1528-9036
keywordsFracture (Materials)
keywordsCorners (Structural elements)
keywordsWedges
keywordsStress singularity
keywordsDislocations
keywordsDisplacement
keywordsEquations AND Integral equations
treeJournal of Applied Mechanics:;1999:;volume( 066 ):;issue: 001
contenttypeFulltext


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