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contributor authorV. Birman
date accessioned2017-05-08T23:27:53Z
date available2017-05-08T23:27:53Z
date copyrightAugust, 1988
date issued1988
identifier issn0892-7219
identifier otherJMOEEX-28052#282_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/104280
description abstractThe influence of shear deformation and rotatory inertia on dynamic response of elastic rectangular plates subject to in-plane loads increasing with time is discussed using Mindlin’s plate theory. The qualitative effect of those factors on transverse displacements is estimated. It is shown that this effect becomes essential only if the plate is thick and the number of half-waves along the plate axes in the deformation mode is large.
publisherThe American Society of Mechanical Engineers (ASME)
titleEffect of Shear Deformation and Rotatory Inertia on Dynamic Buckling of Elastic Plates
typeJournal Paper
journal volume110
journal issue3
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.3257063
journal fristpage282
journal lastpage286
identifier eissn1528-896X
keywordsInertia (Mechanics)
keywordsBuckling
keywordsElastic plates
keywordsShear deformation
keywordsDynamic response
keywordsDeformation
keywordsStress
keywordsWaves AND Plates (structures)
treeJournal of Offshore Mechanics and Arctic Engineering:;1988:;volume( 110 ):;issue: 003
contenttypeFulltext


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