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    Rate‐Dependent Material Model for Structural Steel

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 003
    Author:
    K. C. Chang
    ,
    K. Sugiura
    ,
    G. G. Lee
    DOI: 10.1061/(ASCE)0733-9399(1989)115:3(465)
    Publisher: American Society of Civil Engineers
    Abstract: The effect of strain rate on the inelastic behavior of structural steel under cyclic loading condition is formulated by using the endochronic theory of plasticity. Analytical results are compared with limited experimental data. Very good agreement is observed.
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      Rate‐Dependent Material Model for Structural Steel

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/79708
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    • Journal of Engineering Mechanics

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    contributor authorK. C. Chang
    contributor authorK. Sugiura
    contributor authorG. G. Lee
    date accessioned2017-05-08T22:24:02Z
    date available2017-05-08T22:24:02Z
    date copyrightMarch 1989
    date issued1989
    identifier other%28asce%290733-9399%281989%29115%3A3%28465%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79708
    description abstractThe effect of strain rate on the inelastic behavior of structural steel under cyclic loading condition is formulated by using the endochronic theory of plasticity. Analytical results are compared with limited experimental data. Very good agreement is observed.
    publisherAmerican Society of Civil Engineers
    titleRate‐Dependent Material Model for Structural Steel
    typeJournal Paper
    journal volume115
    journal issue3
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1989)115:3(465)
    treeJournal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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