Effect of freeze-thaw/dry-wet environment on mechanical properties of epoxy resin adhesive

被引:3
|
作者
Ren, Xiang [1 ]
Wang, Yi [1 ]
Zhang, Yifei [1 ,2 ]
Sun, Yamin [1 ]
Liu, Qunfeng [1 ]
Chen, Shaojie [1 ]
机构
[1] Xian Univ Sci & Technol, Sch Architecture & Civil Engn, Xian 710054, Shaanxi, Peoples R China
[2] China Construct Seventh Engn Divison Gen Contract, Zhengzhou, Henan, Peoples R China
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
Epoxy resin adhesive; environmental effect; mechanical properties; tensile test; tensile strength prediction; BONDED FRP/STEEL JOINTS; CFRP PLATE; DURABILITY; STEEL; FRP; FIBER; CONCRETE; COMPOSITES; DEGRADATION; PERFORMANCE;
D O I
10.1080/01694243.2022.2111189
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
Epoxy resin adhesive (ERA) is an important bond material for carbon fiber reinforced polymer (CFRP) strengthened bridge structures, and its mechanical properties often degrade when used in harsh environments. Fifty-two ERA specimens were prepared and tested to investigate the influences of freeze-thaw (F-T), chlorine dry-wet (D-W), and F-T/D-W on mechanic properties of the ERA. Static tensile tests were conducted after the ERAs were exposed to these environments for 30, 60, 90, and 120 cycles. The experimental results showed that failure of all specimens demonstrated characteristics of brittle failure. Compared with the control group, the tensile strength increased around 40.7, 22.8, and 11.3%, and the elastic modulus increased around 39.2, 34.6, and 38.3% after 120 cycles of the F-T, D-W, and F-T/D-W exposure, respectively. Meanwhile, the stress-strain relationship of the environmental specimens exhibited nonlinear characteristics. However, the stress-strain relationship of the control group without any environmental treatment showed linear. By contrast, the deformation capacity of the environmental specimens was weaker than those of the control group, except for the specimens under the 120 D-W cycles. In addition, variation for the strain energy and tensile strength retention rate of the environmental specimens demonstrated similar trends with the tensile strength, which increased first and then decreased from 30, 60, 90, to 120 cycles. Finally, a strength degradation model of the ERA was proposed to predict the tensile strength under the F-T, D-W, and F-T/D-W exposure.
引用
收藏
页码:2046 / 2068
页数:23
相关论文
共 50 条
  • [41] Experimental Study on the Interface Bond Properties of CFRP-Plate- Steel-Plate Joints in Freeze-Thaw/Dry-Wet Environments
    Ren X.
    Wang Y.
    Yu X.
    Sun Y.-M.
    Liu Q.-F.
    Zhongguo Gonglu Xuebao/China Journal of Highway and Transport, 2022, 35 (02): : 247 - 258
  • [42] Pore Structure and Mechanical Properties of FRCC in the Freeze-thaw Environment: a Review
    Wu W.
    Liu Y.
    Zhang Y.
    Huang J.
    Yan G.
    Cailiao Daobao/Materials Reports, 2023, 37
  • [43] Effect of repeated freeze-thaw cycles on mechanical properties of clay
    Jiang, Haiqiang
    Han, Hongwei
    Liu, Xingchao
    Wang, Enliang
    Fu, Qiang
    Luo, Jing
    HELIYON, 2024, 10 (05)
  • [44] The effect of freeze-thaw cycling on the mechanical properties of expansive soils
    Tang, Liang
    Cong, Shengyi
    Geng, Lin
    Ling, Xianzhang
    Gan, Fada
    COLD REGIONS SCIENCE AND TECHNOLOGY, 2018, 145 : 197 - 207
  • [45] The effect of freeze-thaw process on the physical and mechanical properties of tuff
    Ghobadi, M. H.
    Beydokhti, A. R. Taleb
    Nikudel, M. R.
    Asiabanha, A.
    Karakus, M.
    ENVIRONMENTAL EARTH SCIENCES, 2016, 75 (09)
  • [46] Strength Deterioration of Earthen Sites Loess Solidified by Calcined Ginger Nuts under Dry-Wet and Freeze-Thaw Cycles
    Li, Qifeng
    Dang, Bing
    Li, Dandan
    Hu, Xiaoying
    ATMOSPHERE, 2023, 14 (05)
  • [47] Effects of freeze-thaw and dry-wet conditionings on the mode-I fracture of FRP-concrete interface bonds
    Qiao, PZ
    Xu, YW
    ENGINEERING, CONSTRUCTION AND OPERATIONS IN CHALLENGING ENVIRONMENTS: EARTH AND SPACE 2004, 2004, : 601 - 608
  • [48] Experimental study of chloride transport law in concrete considering the coupling effects of dry-wet ratio and freeze-thaw damage
    Wang, Yuanzhan
    Song, Yuwei
    Yan, Bochen
    Yuan, Chunkun
    Wang, Dong
    Guo, Wentao
    CONSTRUCTION AND BUILDING MATERIALS, 2022, 351
  • [49] Characteristics of strength and pore distribution of lime-flyash loess under freeze-thaw cycles and dry-wet cycles
    Changgen Yan
    Zhiquan Zhang
    Yanlin Jing
    Arabian Journal of Geosciences, 2017, 10
  • [50] Interfacial strength characteristics between modified iron tailings and profiled fibers under dry-wet and freeze-thaw environments
    Jiang, Ping
    Wang, Zhichao
    Wang, Wei
    Li, Na
    Yu, Yanfei
    Li, Cuihong
    Wu, Erlu
    Pu, Shaoyun
    CONSTRUCTION AND BUILDING MATERIALS, 2023, 403