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    Web Shear Failure of Precast Concrete Segmental Beams

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 012::page 04025081-1
    Author:
    Duanmu, Xiangyong
    ,
    Xu, Dong
    ,
    Tian, Shuaishuai
    ,
    Yu, Chengxu
    DOI: 10.1061/JBENF2.BEENG-7129
    Publisher: American Society of Civil Engineers
    Abstract: Abstract This study investigates shear failure in precast concrete segmental beams (PCSBs), especially web shear failure. Four segmental beam tests were conducted with a shear span-to-depth ratio of a / d = 1.96. The beams featured epoxy joints with steel shear keys,...
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      Web Shear Failure of Precast Concrete Segmental Beams

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314268
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    contributor authorDuanmu, Xiangyong
    contributor authorXu, Dong
    contributor authorTian, Shuaishuai
    contributor authorYu, Chengxu
    date accessioned2026-08-20T21:18:40Z
    date available2026-08-20T21:18:40Z
    date copyright2025/10/07
    date issued2025
    identifier otherJBENF2.BEENG-7129.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314268
    description abstractAbstract This study investigates shear failure in precast concrete segmental beams (PCSBs), especially web shear failure. Four segmental beam tests were conducted with a shear span-to-depth ratio of a / d = 1.96. The beams featured epoxy joints with steel shear keys,...
    publisherAmerican Society of Civil Engineers
    titleWeb Shear Failure of Precast Concrete Segmental Beams
    typeJournal Article
    journal volume30
    journal issue12
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/JBENF2.BEENG-7129
    journal fristpage04025081-1
    journal lastpage04025081-17
    page17
    treeJournal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 012
    contenttypeFulltext
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