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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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    JSENDH.STENG-14499.pdf (4.208Mb)
    Date
    2025
    Author
    Liu, Duo
    Miao, Chengxiang
    Deng, Wenqin
    Zhang, Jiandong
    Zhang, Lei
    Gu, Jiancheng
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    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 ...
    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4313346
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