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Experimental studies on cracking behavior of steel fiber reinforced concrete slab in negative moment region of orthotropic composite bridge deck
更新时间：2025-05-26

    • Experimental studies on cracking behavior of steel fiber reinforced concrete slab in negative moment region of orthotropic composite bridge deck

    • “The latest research reveals that the cracking performance of orthotropic steel-concrete composite bridge decks in the negative bending moment zone is significantly better than that of conventional concrete bridge decks, providing theoretical reference for bridge design.”
    • Journal of Jilin University(Engineering and Technology Edition)   Vol. 53, Issue 11, Pages: 3176-3185(2023)
    • 作者机构：

      同济大学 土木工程学院，上海 200092

    • DOI：10.13229/j.cnki.jdxbgxb.20211393    

      CLC： TU398

    • Received：17 December 2021，

      Published：01 November 2023

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  • ZENG Ming-gen,WU Yu,SU Qing-tian.Experimental studies on cracking behavior of steel fiber reinforced concrete slab in negative moment region of orthotropic composite bridge deck[J].Journal of Jilin University(Engineering and Technology Edition),2023,53(11):3176-3185. DOI： 10.13229/j.cnki.jdxbgxb.20211393.

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