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Experimental on positive bending behaviour of composite bridge decks with steel-fiber-reinforced concrete and longitudinal bulb-flat ribs
更新时间：2025-05-26

    • Experimental on positive bending behaviour of composite bridge decks with steel-fiber-reinforced concrete and longitudinal bulb-flat ribs

    • “In the field of bridge engineering, researchers have designed a new type of composite bridge deck model and verified its positive moment bearing capacity and ductility through experiments and analysis, providing new ideas for bridge design.”
    • Journal of Jilin University(Engineering and Technology Edition)   Vol. 54, Issue 6, Pages: 1634-1642(2024)
    • 作者机构：

      1.同济大学 土木工程学院，上海 200092

      2.上海市政工程设计研究总院（集团）有限公司，上海 200092

      3.上海高性能组合结构桥梁工程技术研究中心，上海 200092

    • DOI：10.13229/j.cnki.jdxbgxb.20220904    

      CLC： TU398

    • Received：18 July 2022，

      Published：01 June 2024

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  • ZHANG Chun-lei,SHAO Chang-yu,SU Qing-tian,et al.Experimental on positive bending behaviour of composite bridge decks with steel-fiber-reinforced concrete and longitudinal bulb-flat ribs[J].Journal of Jilin University(Engineering and Technology Edition),2024,54(06):1634-1642. DOI： 10.13229/j.cnki.jdxbgxb.20220904.

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