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contributor authorG. F. Dargush
contributor authorP. K. Banerjee
date accessioned2017-05-08T23:34:42Z
date available2017-05-08T23:34:42Z
date copyrightMarch, 1991
date issued1991
identifier issn0021-8936
identifier otherJAMCAV-26330#28_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/108082
description abstractA general boundary element method (BEM) for the complete three-dimensional Biot consolidation theory is developed which operates directly in the time domain and requires only boundary discretization. Consequently, the dimensionality of the problem is reduced by one and the method becomes quite attractive for geotechnical analyses, particularly those that involve extensive or infinite domains. Furthermore, as a result of a well-known analogy fully elaborated here, the new BEM formulation is equally applicable for quasi-static thermoelasticity. Several detailed examples are presented to illustrate the accuracy and suitability of this boundary element approach for both consolidation and thermomechanical analyses.
publisherThe American Society of Mechanical Engineers (ASME)
titleA New Boundary Element Method for Three-Dimensional Coupled Problems of Consolidation and Thermoelasticity
typeJournal Paper
journal volume58
journal issue1
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.2897169
journal fristpage28
journal lastpage36
identifier eissn1528-9036
keywordsBoundary element methods AND Thermoelasticity
treeJournal of Applied Mechanics:;1991:;volume( 058 ):;issue: 001
contenttypeFulltext


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