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contributor authorK. S. Raghavan
contributor authorS. S. Rao
date accessioned2017-05-08T23:04:07Z
date available2017-05-08T23:04:07Z
date copyrightSeptember, 1978
date issued1978
identifier issn0021-8936
identifier otherJAMCAV-26098#521_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/90642
description abstractThe paper deals with a study of the significance of elastoplastic transition state in the dynamic response of Euler beams and thin plates. The study is based on a comparative evaluation of the responses predicted by two independent approaches that use (i) stress-strain relation and basic plasticity theory and (ii) moment-curvature relation; assuming the shape factor to be unity. Responses are evaluated by way of finite-element idealization followed by numerical integration. It is found that the simplified model, based on moment-curvature relations, underestimates the response by a significant amount for longer durations of the applied load.
publisherThe American Society of Mechanical Engineers (ASME)
titleInfluence of Elasto-Plastic Transition on the Inelastic Response of Beams and Plates
typeJournal Paper
journal volume45
journal issue3
journal titleJournal of Applied Mechanics
identifier doi10.1115/1.3424355
journal fristpage521
journal lastpage526
identifier eissn1528-9036
keywordsPlates (structures)
keywordsStress-strain relations
keywordsDynamic response
keywordsShapes
keywordsPlasticity
keywordsStress AND Finite element analysis
treeJournal of Applied Mechanics:;1978:;volume( 045 ):;issue: 003
contenttypeFulltext


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