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    The Influence of Anchorage Length on Bond Performance between Ultrahigh-Performance Concrete and Steel Bar

    Source: Journal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 010::page 04025340-1
    Author:
    Zhang, Daoming
    ,
    Xu, Gang
    ,
    Dai, Yingquan
    ,
    Wei, Zezhong
    DOI: 10.1061/JMCEE7.MTENG-20345
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThis study presents the influence of anchorage length on bond performance between lightweight ultrahigh-performance concrete (LUHPC) and HTRB600 steel bar. Using the hinged beam test method for bond performance evaluation, the study investigated ...
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      The Influence of Anchorage Length on Bond Performance between Ultrahigh-Performance Concrete and Steel Bar

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4312275
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    contributor authorZhang, Daoming
    contributor authorXu, Gang
    contributor authorDai, Yingquan
    contributor authorWei, Zezhong
    date accessioned2026-08-20T11:29:30Z
    date available2026-08-20T11:29:30Z
    date copyright2025/07/23
    date issued2025
    identifier otherJMCEE7.MTENG-20345.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312275
    description abstractAbstractThis study presents the influence of anchorage length on bond performance between lightweight ultrahigh-performance concrete (LUHPC) and HTRB600 steel bar. Using the hinged beam test method for bond performance evaluation, the study investigated ...
    publisherAmerican Society of Civil Engineers
    titleThe Influence of Anchorage Length on Bond Performance between Ultrahigh-Performance Concrete and Steel Bar
    typeJournal Article
    journal volume37
    journal issue10
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/JMCEE7.MTENG-20345
    journal fristpage04025340-1
    journal lastpage04025340-14
    page14
    treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 010
    contenttypeFulltext
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