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    Modeling Mode I Cracking Failure in Asphalt Binder by Using Nonconserved Phase-Field Model

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 004
    Author:
    Yue Hou
    ,
    Linbing Wang
    ,
    Pengtao Yue
    ,
    Troy Pauli
    ,
    Wenjuan Sun
    DOI: 10.1061/(ASCE)MT.1943-5533.0000874
    Publisher: American Society of Civil Engineers
    Abstract: Cracking failure in asphalt binder in winter has always been one of the most serious problems in pavement structures. Classical fracture mechanics is the most widely used method to analyze the initiation and propagation of cracks. In this paper, a new modeling and computational tool—namely, the phase-field method—is proposed for modeling the Mode I cracking failure in asphalt binder. This method describes the microstructure using a phase-field variable that assumes 1 in the intact solid and
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      Modeling Mode I Cracking Failure in Asphalt Binder by Using Nonconserved Phase-Field Model

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    contributor authorYue Hou
    contributor authorLinbing Wang
    contributor authorPengtao Yue
    contributor authorTroy Pauli
    contributor authorWenjuan Sun
    date accessioned2017-05-08T21:56:57Z
    date available2017-05-08T21:56:57Z
    date copyrightApril 2014
    date issued2014
    identifier other%28asce%29mt%2E1943-5533%2E0000916.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67273
    description abstractCracking failure in asphalt binder in winter has always been one of the most serious problems in pavement structures. Classical fracture mechanics is the most widely used method to analyze the initiation and propagation of cracks. In this paper, a new modeling and computational tool—namely, the phase-field method—is proposed for modeling the Mode I cracking failure in asphalt binder. This method describes the microstructure using a phase-field variable that assumes 1 in the intact solid and
    publisherAmerican Society of Civil Engineers
    titleModeling Mode I Cracking Failure in Asphalt Binder by Using Nonconserved Phase-Field Model
    typeJournal Paper
    journal volume26
    journal issue4
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000874
    treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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