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    Influence of Elasto-Plastic Transition on the Inelastic Response of Beams and Plates

    Source: Journal of Applied Mechanics:;1978:;volume( 045 ):;issue: 003::page 521
    Author:
    K. S. Raghavan
    ,
    S. S. Rao
    DOI: 10.1115/1.3424355
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The 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.
    keyword(s): Plates (structures) , Stress-strain relations , Dynamic response , Shapes , Plasticity , Stress AND Finite element analysis ,
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      Influence of Elasto-Plastic Transition on the Inelastic Response of Beams and Plates

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/90642
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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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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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