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contributor authorH. Okada
contributor authorH. Rajiyah
contributor authorS. N. Atluri
date accessioned2017-05-08T23:26:21Z
date available2017-05-08T23:26:21Z
date copyrightDecember, 1988
date issued1988
identifier issn0021-8936
identifier otherJAMCAV-26299#786_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/103426
description abstractThe boundary element method (BEM) in current usage, is based on the displacement boundary integral equation. The current practice of computing stresses in the BEM involves the use of a two-tier approach: (i) numerical differentiation of the displacement field at the boundary, and (ii) analytical differentiation of the displacement integral equation at the source point in the interior. A new direct integral equation for the displacement gradient is proposed here, to obviate this two-tier approach. The new direct boundary integral equation for displacement gradients has a lower order singularity than in the standard formulation, and is quite tractable from a numerical view point. Numerical results are presented to illustrate the advantages of the present approach.
publisherThe American Society of Mechanical Engineers (ASME)
titleA Novel Displacement Gradient Boundary Element Method for Elastic Stress Analysis With High Accuracy
typeJournal Paper
journal volume55
journal issue4
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3173723
journal fristpage786
journal lastpage794
identifier eissn1528-9036
keywordsStress analysis (Engineering)
keywordsBoundary element methods
keywordsDisplacement
keywordsGradients
keywordsIntegral equations AND Stress
treeJournal of Applied Mechanics:;1988:;volume( 055 ):;issue: 004
contenttypeFulltext


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