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    Microplane Model M5 with Kinematic and Static Constraints for Concrete Fracture and Anelasticity. II: Computation

    Source: Journal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 001
    Author:
    Zdeněk P. Bažant
    ,
    Ferhun C. Caner
    DOI: 10.1061/(ASCE)0733-9399(2005)131:1(41)
    Publisher: American Society of Civil Engineers
    Abstract: Following the formulation of the constitutive model in the preceding Part I in this issue, the present Part II addresses the problems of computational algorithm and convergence of iterations. Typical numerical responses are demonstrated and the parameters of the model are calibrated by test data from the literature.
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      Microplane Model M5 with Kinematic and Static Constraints for Concrete Fracture and Anelasticity. II: Computation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/85992
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    contributor authorZdeněk P. Bažant
    contributor authorFerhun C. Caner
    date accessioned2017-05-08T22:40:28Z
    date available2017-05-08T22:40:28Z
    date copyrightJanuary 2005
    date issued2005
    identifier other%28asce%290733-9399%282005%29131%3A1%2841%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85992
    description abstractFollowing the formulation of the constitutive model in the preceding Part I in this issue, the present Part II addresses the problems of computational algorithm and convergence of iterations. Typical numerical responses are demonstrated and the parameters of the model are calibrated by test data from the literature.
    publisherAmerican Society of Civil Engineers
    titleMicroplane Model M5 with Kinematic and Static Constraints for Concrete Fracture and Anelasticity. II: Computation
    typeJournal Paper
    journal volume131
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2005)131:1(41)
    treeJournal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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