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    Shear Lag Effect of Steel–Concrete Composite Girder Bridge with Steel Truss Webs: Experiment, Finite Element, and Theory

    Source: Journal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 010::page 04025154-1
    Author:
    Liu, Duo
    ,
    Miao, Chengxiang
    ,
    Deng, Wenqin
    ,
    Zhang, Jiandong
    ,
    Zhang, Lei
    ,
    Gu, Jiancheng
    DOI: 10.1061/JSENDH.STENG-14499
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe steel–concrete composite girder bridge with steel truss webs consists of top and bottom concrete slabs, steel truss web rods, and internal and external prestressed beams. The steel truss web rods are connected to the top and bottom concrete ...
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      Shear Lag Effect of Steel–Concrete Composite Girder Bridge with Steel Truss Webs: Experiment, Finite Element, and Theory

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313346
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    • Journal of Structural Engineering

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    contributor authorLiu, Duo
    contributor authorMiao, Chengxiang
    contributor authorDeng, Wenqin
    contributor authorZhang, Jiandong
    contributor authorZhang, Lei
    contributor authorGu, Jiancheng
    date accessioned2026-08-20T12:18:36Z
    date available2026-08-20T12:18:36Z
    date copyright2025/07/23
    date issued2025
    identifier otherJSENDH.STENG-14499.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313346
    description abstractAbstractThe steel–concrete composite girder bridge with steel truss webs consists of top and bottom concrete slabs, steel truss web rods, and internal and external prestressed beams. The steel truss web rods are connected to the top and bottom concrete ...
    publisherAmerican Society of Civil Engineers
    titleShear Lag Effect of Steel–Concrete Composite Girder Bridge with Steel Truss Webs: Experiment, Finite Element, and Theory
    typeJournal Article
    journal volume151
    journal issue10
    journal titleJournal of Structural Engineering
    identifier doi10.1061/JSENDH.STENG-14499
    journal fristpage04025154-1
    journal lastpage04025154-15
    page15
    treeJournal of Structural Engineering:;2025:;Volume ( 151 ):;issue: 010
    contenttypeFulltext
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