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    Hogging Moment Behavior of Steel–UHTCC Composite Bridge Decks: Flexural Test and Response Prediction Approach

    Source: Journal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 003::page 04026001-1
    Author:
    Wang, Guo-Zhong
    ,
    Tong, Jing-Zhong
    ,
    Li, Qing-Hua
    ,
    Hong, Chao-Kun
    ,
    Xu, Shi-Lang
    DOI: 10.1061/JSENDH.STENG-14745
    Publisher: American Society of Civil Engineers
    Abstract: AbstractDue to the superior tensile properties and excellent durability exhibited by ultrahigh toughness cementitious composites (UHTCC), utilizing UHTCC to the hogging moment regions of continuous composite bridge decks (CBDs) is a new solution to the ...
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      Hogging Moment Behavior of Steel–UHTCC Composite Bridge Decks: Flexural Test and Response Prediction Approach

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313386
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    • Journal of Structural Engineering

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    contributor authorWang, Guo-Zhong
    contributor authorTong, Jing-Zhong
    contributor authorLi, Qing-Hua
    contributor authorHong, Chao-Kun
    contributor authorXu, Shi-Lang
    date accessioned2026-08-20T12:21:03Z
    date available2026-08-20T12:21:03Z
    date copyright2026/01/05
    date issued2026
    identifier otherJSENDH.STENG-14745.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313386
    description abstractAbstractDue to the superior tensile properties and excellent durability exhibited by ultrahigh toughness cementitious composites (UHTCC), utilizing UHTCC to the hogging moment regions of continuous composite bridge decks (CBDs) is a new solution to the ...
    publisherAmerican Society of Civil Engineers
    titleHogging Moment Behavior of Steel–UHTCC Composite Bridge Decks: Flexural Test and Response Prediction Approach
    typeJournal Article
    journal volume152
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-14745
    journal fristpage04026001-1
    journal lastpage04026001-30
    page30
    treeJournal of Structural Engineering:;2026:;Volume ( 152 ):;issue: 003
    contenttypeFulltext
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