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Bond⁃slip characterization between ultra⁃high performance glass sand concrete and high⁃strength reinforcement based on acoustic emission parameters
更新时间：2025-05-26

    • Bond⁃slip characterization between ultra⁃high performance glass sand concrete and high⁃strength reinforcement based on acoustic emission parameters

    • “In the field of building materials, researchers analyzed the bonding performance between UHPGC and HRB600 steel bars and found that adding glass sand can improve the compressive strength of UHPGC, with an optimal replacement degree of 50%.”
    • Journal of Jilin University(Engineering and Technology Edition)   Vol. 53, Issue 6, Pages: 1686-1694(2023)
    • 作者机构：

      1.兰州交通大学 土木工程学院， 兰州 730070

      2.甘肃省公路航空旅游投资集团有限公司， 兰州 730030

      3.北京工业大学 城市与工程安全减灾教育部重点实验室， 北京 100124

    • DOI：10.13229/j.cnki.jdxbgxb.20230085    

      CLC： U444

    • Received：31 January 2023，

      Published：01 June 2023

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  • MAO Ya-na,LIU Shi-zhong,XING Jian,et al.Bond⁃slip characterization between ultra⁃high performance glass sand concrete and high⁃strength reinforcement based on acoustic emission parameters[J].Journal of Jilin University(Engineering and Technology Edition),2023,53(06):1686-1694. DOI： 10.13229/j.cnki.jdxbgxb.20230085.

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