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    Study on the Tensile Failure Behavior of Concrete Materials with the Discrete-Element Method Considering the ITZ and Aggregate

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 009::page 04025314-1
    Author:
    Diao, Yanglong
    ,
    Wang, Wenjie
    ,
    Luan, Zheng
    ,
    Song, Jiale
    ,
    Zhu, Wentao
    DOI: 10.1061/JMCEE7.MTENG-20186
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe aim of this study was to thoroughly investigate the mechanisms driving the propagation of mesoscopic cracks in concrete materials and evaluate the effects of the interfacial transition zone (ITZ) and aggregate strength on the tensile ...
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      Study on the Tensile Failure Behavior of Concrete Materials with the Discrete-Element Method Considering the ITZ and Aggregate

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4312234
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    contributor authorDiao, Yanglong
    contributor authorWang, Wenjie
    contributor authorLuan, Zheng
    contributor authorSong, Jiale
    contributor authorZhu, Wentao
    date accessioned2026-08-20T11:27:48Z
    date available2026-08-20T11:27:48Z
    date copyright2025/07/01
    date issued2025
    identifier otherJMCEE7.MTENG-20186.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312234
    description abstractAbstractThe aim of this study was to thoroughly investigate the mechanisms driving the propagation of mesoscopic cracks in concrete materials and evaluate the effects of the interfacial transition zone (ITZ) and aggregate strength on the tensile ...
    publisherAmerican Society of Civil Engineers
    titleStudy on the Tensile Failure Behavior of Concrete Materials with the Discrete-Element Method Considering the ITZ and Aggregate
    typeJournal Article
    journal volume37
    journal issue9
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-20186
    journal fristpage04025314-1
    journal lastpage04025314-14
    page14
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 009
    contenttypeFulltext
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