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    Numerical Simulation of the Freezing Process of Concrete

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 009
    Author:
    An Duan
    ,
    Ju Chen
    ,
    Weiliang Jin
    DOI: 10.1061/(ASCE)MT.1943-5533.0000655
    Publisher: American Society of Civil Engineers
    Abstract: Based on the equilibrium, continuity, and energy principles of multiphase porous media, a thermal-hydro-mechanical coupling model was developed for concrete upon freezing. To solve the governing differential equations, a three-dimensional finite-element analysis is performed based on the software program
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      Numerical Simulation of the Freezing Process of Concrete

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    http://yetl.yabesh.ir/yetl1/handle/yetl/67045
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    contributor authorAn Duan
    contributor authorJu Chen
    contributor authorWeiliang Jin
    date accessioned2017-05-08T21:56:13Z
    date available2017-05-08T21:56:13Z
    date copyrightSeptember 2013
    date issued2013
    identifier other%28asce%29mt%2E1943-5533%2E0000689.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67045
    description abstractBased on the equilibrium, continuity, and energy principles of multiphase porous media, a thermal-hydro-mechanical coupling model was developed for concrete upon freezing. To solve the governing differential equations, a three-dimensional finite-element analysis is performed based on the software program
    publisherAmerican Society of Civil Engineers
    titleNumerical Simulation of the Freezing Process of Concrete
    typeJournal Paper
    journal volume25
    journal issue9
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000655
    treeJournal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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