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contributor authorN. Ghosh
contributor authorH. Rajiyah
contributor authorS. Ghosh
contributor authorS. Mukherjee
date accessioned2017-05-08T23:21:54Z
date available2017-05-08T23:21:54Z
date copyrightMarch, 1986
date issued1986
identifier issn0021-8936
identifier otherJAMCAV-26265#69_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/100841
description abstractA new boundary element formulation for linear elasticity problems is presented in this paper. The standard formulation for planar problems uses two kernels — one of which is logarithmic singular and the other is 1/r singular, where r is the distance between a source and a field point. The new formulation avoids the use of the strongly singular kernel so that both kernels are now only logarithmic singular. The new formulation has several potential advantages over the standard one, the most significant of which is that it delivers stresses accurately at internal points which are extremely close to the boundary of a body. Numerical results for sample problems, from each of the formulations, are presented and compared here.
publisherThe American Society of Mechanical Engineers (ASME)
titleA New Boundary Element Method Formulation for Linear Elasticity
typeJournal Paper
journal volume53
journal issue1
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3171741
journal fristpage69
journal lastpage76
identifier eissn1528-9036
keywordsElasticity
keywordsBoundary element methods AND Stress
treeJournal of Applied Mechanics:;1986:;volume( 053 ):;issue: 001
contenttypeFulltext


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