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    Modified Microplane Model for Reinforced Concrete under Static and Dynamic Loadings

    Source: Journal of Engineering Mechanics:;2011:;Volume ( 137 ):;issue: 010
    Author:
    Junjie Wang
    ,
    Bifeng Ou
    ,
    Mingxiao Jia
    ,
    Wei Cheng
    DOI: 10.1061/(ASCE)EM.1943-7889.0000265
    Publisher: American Society of Civil Engineers
    Abstract: A smeared dynamic constitutive model is proposed for reinforced concrete based on microplane Model M4, in which the modified Menegotto-Pinto model for steel was adopted and the strain rate effect was taken into account by introducing parallel moving of envelope line. The model was established based on the hypothesis that the strains of concrete and steel bars have parallel coupling. Then the contribution of steel to total stress tensor was derived by projecting the section area of steel bars to three orthogonal directions. This model was calibrated by fitting with the test data, and its validity was verified by simulating a bridge-ship collision application using LS-DYNA embedded with a user-defined material subroutine.
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      Modified Microplane Model for Reinforced Concrete under Static and Dynamic Loadings

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    http://yetl.yabesh.ir/yetl1/handle/yetl/60728
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    contributor authorJunjie Wang
    contributor authorBifeng Ou
    contributor authorMingxiao Jia
    contributor authorWei Cheng
    date accessioned2017-05-08T21:43:31Z
    date available2017-05-08T21:43:31Z
    date copyrightOctober 2011
    date issued2011
    identifier other%28asce%29em%2E1943-7889%2E0000275.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60728
    description abstractA smeared dynamic constitutive model is proposed for reinforced concrete based on microplane Model M4, in which the modified Menegotto-Pinto model for steel was adopted and the strain rate effect was taken into account by introducing parallel moving of envelope line. The model was established based on the hypothesis that the strains of concrete and steel bars have parallel coupling. Then the contribution of steel to total stress tensor was derived by projecting the section area of steel bars to three orthogonal directions. This model was calibrated by fitting with the test data, and its validity was verified by simulating a bridge-ship collision application using LS-DYNA embedded with a user-defined material subroutine.
    publisherAmerican Society of Civil Engineers
    titleModified Microplane Model for Reinforced Concrete under Static and Dynamic Loadings
    typeJournal Paper
    journal volume137
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000265
    treeJournal of Engineering Mechanics:;2011:;Volume ( 137 ):;issue: 010
    contenttypeFulltext
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