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contributor authorGeorge Z. Voyiadjis
contributor authorShahram Sarkani
date accessioned2017-05-08T22:24:56Z
date available2017-05-08T22:24:56Z
date copyrightMay 1989
date issued1989
identifier other%28asce%290733-9399%281989%29115%3A5%28935%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80209
description abstractA refined theory for the bending of plates with moderately large deflections is proposed. The presented theory is an extension of the technical theory of plates for small strains. The plate theory presented by Voyiadjis and Baluch incorporates rotatory inertia. The proposed equations governing the bending of plates take into account all transverse effects including the transverse normal strain. The transverse normal strain is introduced through a transverse displacement function
publisherAmerican Society of Civil Engineers
titleEngineering Large Deflection Theory for Thick Plates
typeJournal Paper
journal volume115
journal issue5
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1989)115:5(935)
treeJournal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 005
contenttypeFulltext


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