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contributor authorP. Villaggio
date accessioned2017-05-08T23:14:46Z
date available2017-05-08T23:14:46Z
date copyrightJune, 1983
date issued1983
identifier issn0021-8936
identifier otherJAMCAV-26217#297_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/96655
description abstractIn this paper the equilibrium configuration of a thin rectangular plate, supported on an elastic foundation that reacts in compression only, is studied. It is assumed that the foundation is described by the Winkler model in the contact region. The plate is supposed to be weightless and subjected to a concentrated load in its midpoint. The shape of the free boundary, where the plate loses contact with the foundation, is determined.
publisherThe American Society of Mechanical Engineers (ASME)
titleA Free Boundary Value Problem in Plate Theory
typeJournal Paper
journal volume50
journal issue2
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3167035
journal fristpage297
journal lastpage302
identifier eissn1528-9036
keywordsBoundary-value problems
keywordsCompression
keywordsShapes
keywordsStress AND Equilibrium (Physics)
treeJournal of Applied Mechanics:;1983:;volume( 050 ):;issue: 002
contenttypeFulltext


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