Effect of Sulfate Drying and Wetting Cycles on the Interfacial Bonding Properties between CFRP and Clay Brick

被引:0
|
作者
Jin, Wenqiang [1 ]
Nie, Dan [1 ,2 ]
Wang, Qi
Zhao, Jianchang [1 ]
Dong, Lei [1 ]
机构
[1] Univ Lanzhou Jiaotong, Sch Civil Engn, Lanzhou 730070, Peoples R China
[2] China Railway Design Corp, 109 Dongqi Rd, Tianjin 300308, Peoples R China
关键词
Sulfate; Carbon fibre-reinforced polymer (CFRP); Clay brick; Interface; Bond-slip relationship; FRP; BEHAVIOR;
D O I
10.1061/(ASCE)MT.1943-5533.0004647
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
To study the effects of sulfate drying and wetting cycles on the bond performance between fiber-reinforced polymer (FRP) and clay brick, a test was performed in this study by simulating the sulfate environment through the cyclic accelerated sulfate drying and wetting cycles. Results showed that the failure mode of the carbon fibre-reinforced polymer (CFRP) and clay brick interface was greatly affected by the sulfate wetting and drying cycles. Furthermore, the interfacial bonding properties (including ultimate bearing capacity and peak shear stress) increased slightly at the beginning and then showed a rapid decline. Based on the experiment and the existing interface theory, a bond-slip model that considers the cycle times is proposed. After comparing the predicted data with the experimental data, the results showed that the model can well reflect the degradation law of the interface bonding performance under the actions of sulfate drying and wetting cycles.
引用
收藏
页数:9
相关论文
共 50 条
  • [1] Effect of sulfate erosion on the bonding performance of CFRP-clay brick interface
    Nie D.
    Jin W.
    Dong L.
    Zhao K.
    Zhang J.
    Fuhe Cailiao Xuebao/Acta Materiae Compositae Sinica, 2023, 40 (09): : 5276 - 5287
  • [2] Effects of freeze-thaw cycles on interfacial bonding property of CFRP-sintered clay brick
    Jin W.
    Zhao J.
    Wang Q.
    Guo L.
    Nie D.
    Fuhe Cailiao Xuebao/Acta Materiae Compositae Sinica, 2020, 37 (09): : 2294 - 2302
  • [3] Durability of CFRP strengthened RC beams under wetting and drying cycles of magnesium sulfate attack
    Rahmani, Hamid
    Alipour, Soha
    Mansoorkhani, Ali Alipour
    ADVANCES IN CONCRETE CONSTRUCTION, 2019, 8 (01) : 39 - 45
  • [4] Interfacial Bond Behavior of Clay Brick Masonry Strengthened with CFRP
    Lei, Zhen
    Ma, Hui
    Luo, Yumin
    Wang, Enmao
    Huang, Haiyan
    Zhang, Li
    BUILDINGS, 2025, 15 (05)
  • [5] Impact of Clay Mineral Type on Rock Properties under Drying and Wetting Cycles
    Kohno M.
    Yoshida T.
    Nishimura T.
    Zairyo/Journal of the Society of Materials Science, Japan, 2024, 73 (03) : 198 - 204
  • [6] Mechanical properties and micromechanisms of compacted clay during drying-wetting cycles
    Wan Yong
    Xue Qiang
    Wu Yan
    Zhao Li-ye
    ROCK AND SOIL MECHANICS, 2015, 36 (10) : 2815 - 2824
  • [7] Impact of Clay Mineral Type on Rock Properties under Drying and Wetting Cycles
    Kohno, Masanori
    Yoshida, Tomohiko
    Nishimura, Tsuyoshi
    MATERIALS TRANSACTIONS, 2024, 65 (11) : 1390 - 1396
  • [8] Study on the Mechanical Properties of Red Clay under Drying-Wetting Cycles
    Qi, Yanli
    Bai, MingZhou
    Zhou, Hao
    Shi, Hai
    Li, Pengxiang
    He, Bohu
    ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2021, 2021 (2021)
  • [10] Effect of Wetting and Drying Cycles on the Dynamic Properties of Compacted Loess
    Wang, Jian
    Zhao, Mi-Jun
    Zhang, Jun-Zheng
    Hao, Yan-Zhou
    He, Rui-Xia
    ADVANCES IN CIVIL ENGINEERING, 2022, 2022