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Flexural behavior of ultra-high performance concrete joint without formwork in prefabricated small box girder bridges
更新时间：2025-05-26

    • Flexural behavior of ultra-high performance concrete joint without formwork in prefabricated small box girder bridges

    • “In the field of bridge construction, experts have proposed the UHPC formwork free wet joint construction form and design method, which effectively improves the durability and bearing capacity of bridge decks and simplifies on-site construction processes.”
    • Journal of Jilin University(Engineering and Technology Edition)   Vol. 54, Issue 9, Pages: 2568-2580(2024)
    • 作者机构：

      1.天津大学 建筑工程学院，天津 300072

      2.天津大学 滨海土木工程结构与安全教育部重点实验室，天津300072

    • DOI：10.13229/j.cnki.jdxbgxb.20221403    

      CLC： U445.57

    • Received：04 November 2022，

      Published：01 September 2024

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  • ZHU Jin-song,TONG Xin-yao,LIU Xiao-xu.Flexural behavior of ultra-high performance concrete joint without formwork in prefabricated small box girder bridges[J].Journal of Jilin University(Engineering and Technology Edition),2024,54(09):2568-2580. DOI： 10.13229/j.cnki.jdxbgxb.20221403.

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