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    Punching Shear Behavior of Bent-Shaped Web-Embedded Perfobond Strip Connectors in Composite Structures

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 011::page 04025187-1
    Author:
    Ni, Yulong
    ,
    Hu, Menghan
    ,
    Xu, Kun
    ,
    Han, Qiang
    ,
    Hui, Bin
    ,
    Du, Xiuli
    DOI: 10.1061/JSENDH.STENG-14746
    Publisher: American Society of Civil Engineers
    Abstract: AbstractWeb-embedded shear connectors (WESCs) in steel-concrete composite beams (SCCBs) are gaining attention due to their potential to reduce structural weight, eliminate welding requirements, and decrease residual welding deformation. The punching shear ...
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      Punching Shear Behavior of Bent-Shaped Web-Embedded Perfobond Strip Connectors in Composite Structures

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313387
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    • Journal of Structural Engineering

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    contributor authorNi, Yulong
    contributor authorHu, Menghan
    contributor authorXu, Kun
    contributor authorHan, Qiang
    contributor authorHui, Bin
    contributor authorDu, Xiuli
    date accessioned2026-08-20T12:21:04Z
    date available2026-08-20T12:21:04Z
    date copyright2025/08/28
    date issued2025
    identifier otherJSENDH.STENG-14746.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313387
    description abstractAbstractWeb-embedded shear connectors (WESCs) in steel-concrete composite beams (SCCBs) are gaining attention due to their potential to reduce structural weight, eliminate welding requirements, and decrease residual welding deformation. The punching shear ...
    publisherAmerican Society of Civil Engineers
    titlePunching Shear Behavior of Bent-Shaped Web-Embedded Perfobond Strip Connectors in Composite Structures
    typeJournal Article
    journal volume151
    journal issue11
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-14746
    journal fristpage04025187-1
    journal lastpage04025187-17
    page17
    treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 011
    contenttypeFulltext
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