Experimental Study of a Bond-Slip Model of CFRP Bonding Adhesive after Exposure to High Temperature

被引:0
|
作者
Gao, Tianbao [1 ]
Ma, Pengxiang [1 ]
Zhao, Guomin [1 ]
Li, Guanwen [2 ]
Yao, Xiaoyao [1 ]
机构
[1] Tianjin Chengjian Univ, Sch Energy & Safety Engn, Tianjin 300192, Peoples R China
[2] Shanghai Baoye Grp Corp LTD, Beijing Branch, Beijing 100000, Peoples R China
关键词
CFRP bonding adhesive; High-temperature exposure; Steel sleeve; Bond-slip model; BEHAVIOR;
D O I
10.1007/s40996-023-01130-w
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Changes in the mechanical properties of carbon fiber-reinforced polymer (CFRP) bonding adhesive after a fire (high-temperature exposure) are important for the later safety assessment and use of reinforced members. To study the bond-slip model of CFRP bonding adhesive after exposure to high temperature, 24 steel sleeve specimens were fabricated. The specimens were heated to 25 & DEG;C, 50 & DEG;C, 100 & DEG;C, 150 & DEG;C, 175 & DEG;C, 200 & DEG;C, 250 & DEG;C, and 300 & DEG;C. After the heating was completed, the specimens were cooled naturally and a pull-out test was carried out. Based on the test data, the shear stress-slip curve was plotted and the variation law of peak slip and ultimate shear stress with temperature was analyzed. Based on the deformation characteristics of each stage of the shear stress-slip curve, it was divided into rising, breaking, and falling sections and a segmentation function was used to establish a bond-slip model of CFRP bonding adhesive after exposure to high temperature. The model enables the prediction of shear stress-slip curves of CFRP bonding adhesive at different temperatures. The results are valuable for the numerical analysis and engineering evaluation of the mechanical properties of CFRP bonding adhesive after exposure to high temperatures.
引用
收藏
页码:3375 / 3383
页数:9
相关论文
共 50 条
  • [31] Bond-slip behaviour of steel fibres in concrete after exposure to elevated temperatures
    Abdallah, Sadoon
    Fan, Mizi
    Cashell, K. A.
    CONSTRUCTION AND BUILDING MATERIALS, 2017, 140 : 542 - 551
  • [32] Theoretical and Experimental Study on the Bond-Slip Relationship in Prestressed CFST Beams
    Zhan, Yulin
    Zhang, Lei
    Zhao, Renda
    Zhang, Qiang
    Duan, Zengqiang
    He, Jiale
    INTERNATIONAL JOURNAL OF CIVIL ENGINEERING, 2019, 17 (5A) : 629 - 643
  • [33] Experimental Study on Acoustic Emission Characteristics of Bond-Slip for BFRP Concrete
    Yuzhi Chen
    Shijie Chen
    Russian Journal of Nondestructive Testing, 2020, 56 : 119 - 130
  • [34] Experimental Study on Acoustic Emission Characteristics of Bond-Slip for BFRP Concrete
    Chen, Yuzhi
    Chen, Shijie
    RUSSIAN JOURNAL OF NONDESTRUCTIVE TESTING, 2020, 56 (02) : 119 - 130
  • [35] Bond-slip on CFRP/GFRP-to-concrete joints subjected to moisture, salt fog and temperature cycles
    Silva, Manuel A. G.
    Biscaia, Hugo C.
    Marreiros, Rui
    COMPOSITES PART B-ENGINEERING, 2013, 55 : 374 - 385
  • [36] Bond-Slip Model for FRP Laminates Externally Bonded to Concrete at Elevated Temperature
    Dai, Jian-Guo
    Gao, W. Y.
    Teng, J. G.
    JOURNAL OF COMPOSITES FOR CONSTRUCTION, 2013, 17 (02) : 217 - 228
  • [37] Local bond-slip behavior of fiber reinforced LWAC after exposure to elevated temperatures
    Tang, Chao-Wei
    STRUCTURAL ENGINEERING AND MECHANICS, 2020, 73 (04) : 437 - 445
  • [38] Study on bond-slip model of sprayed frp-concrete interface
    喷射FRP-混凝土界面的黏结滑移模型研究
    2018, Chinese Society of Civil Engineering (51):
  • [39] Experimental investigation on the bond-slip behavior between TRC-confined concrete and rebars after exposure to elevated temperatures
    Shen, Linghua
    Wang, Shuaifeng
    Zhao, Hui
    Cong, Xi
    JOURNAL OF THE TEXTILE INSTITUTE, 2023, 115 (02) : 266 - 277
  • [40] Bond-slip performance of water cooling steel-reinforced high-strength concrete after high temperature
    Pang, Shaohua
    Huang, Yuming
    Chen, Zongping
    Ye, Peihuan
    CASE STUDIES IN CONSTRUCTION MATERIALS, 2023, 19