Show simple item record

contributor authorE. J. Sapountzakis
contributor authorJ. T. Katsikadelis
date accessioned2017-05-08T23:37:25Z
date available2017-05-08T23:37:25Z
date copyrightSeptember, 1992
date issued1992
identifier issn0021-8936
identifier otherJAMCAV-26343#580_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/109671
description abstractA boundary element solution is developed for the unilateral contact problem of a thin elastic plate resting on elastic homogeneous or nonhomogeneous subgrade. The reaction of the subgrade may depend linearly, or nonlinearly, on the deflection of the plate. The contact between the plate and the subgrade is unbonded. The subgrade surface is not necessarily plane, and miscontact between plate and subgrade due to initial gaps is also encountered. The solution procedure is based on the integral representation of the deflection for the biharmonic equation in which the unknown subgrade reaction is treated as loading term. The effectiveness of the proposed method is illustrated by several examples.
publisherThe American Society of Mechanical Engineers (ASME)
titleUnilaterally Supported Plates on Elastic Foundations by the Boundary Element Method
typeJournal Paper
journal volume59
journal issue3
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.2893763
journal fristpage580
journal lastpage586
identifier eissn1528-9036
keywordsBoundary element methods
keywordsPlates (structures)
keywordsDeflection
keywordsElastic plates AND Equations
treeJournal of Applied Mechanics:;1992:;volume( 059 ):;issue: 003
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record