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    Simple Experimentally Motivated Cyclic Plasticity Model

    Source: Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 003
    Author:
    David L. McDowell
    DOI: 10.1061/(ASCE)0733-9399(1987)113:3(378)
    Publisher: American Society of Civil Engineers
    Abstract: A two‐surface cyclic plasticity theory is presented with refinements based on analysis of nonproportional cyclic plasticity data. It is shown that the model accurately correlates nonproportional cyclic stress‐strain response, yet the model structure is simplified compared to previous models. New contributions include a more general isotropic hardening rule that reflects additional nonproportional hardening, and a more accurate plastic modulus representation for nonproportional loading. A kinematic hardening rule is used, which reflects experimental observations of backstress translation direction being related to deviatoric stress rate. Transient stress‐strain behavior from four axial torsional nonproportional loading blocks is predicted.
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      Simple Experimentally Motivated Cyclic Plasticity Model

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    http://yetl.yabesh.ir/yetl1/handle/yetl/76220
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    contributor authorDavid L. McDowell
    date accessioned2017-05-08T22:17:06Z
    date available2017-05-08T22:17:06Z
    date copyrightMarch 1987
    date issued1987
    identifier other%28asce%290733-9399%281987%29113%3A3%28378%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/76220
    description abstractA two‐surface cyclic plasticity theory is presented with refinements based on analysis of nonproportional cyclic plasticity data. It is shown that the model accurately correlates nonproportional cyclic stress‐strain response, yet the model structure is simplified compared to previous models. New contributions include a more general isotropic hardening rule that reflects additional nonproportional hardening, and a more accurate plastic modulus representation for nonproportional loading. A kinematic hardening rule is used, which reflects experimental observations of backstress translation direction being related to deviatoric stress rate. Transient stress‐strain behavior from four axial torsional nonproportional loading blocks is predicted.
    publisherAmerican Society of Civil Engineers
    titleSimple Experimentally Motivated Cyclic Plasticity Model
    typeJournal Paper
    journal volume113
    journal issue3
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1987)113:3(378)
    treeJournal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 003
    contenttypeFulltext
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