Durability of CFRP-steel interface modified by liquid rubber under chlorine salt erosion

被引:0
|
作者
Pang Y. [1 ]
Lyu Y. [1 ]
Wang Q. [2 ]
机构
[1] School of Civil Engineering, Zhengzhou University, Zhengzhou
[2] School of Civil and Transportation Engineering, Hebei University of Technology, Tianjin
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
bond-slip relationship; CFRP reinforced steel plate; chloride erosion; durability; liquid rubber modification;
D O I
10.13801/j.cnki.fhclxb.20231110.001
中图分类号
学科分类号
摘要
Fifty-four carbon fiber reinforced resin composite (CFRP)-steel double lap specimens were designed to study the effects of liquid rubber modifier content and corrosion age on the mechanical properties of CFRP-steel modified interface under the erosion of two kinds of chlorine salts: High temperature water bath and dry-wet cycles at normal temperature. The results show that under the action of high temperature water bath and dry-wet cycles at normal temperature, the unmodified specimens show CFRP interlayer stripping failure and steel/binder interface stripping failure, respectively, while the liquid rubber modified specimens could transform the failure mode into adhesive cohesion failure, among which 10wt% liquid rubber has the best effect on improving interface durability. After 180 days of high temperature water bath and dry-wet cycles chloride salt erosion at normal temperature, the ultimate load retention rates of the specimens increase by 28.11% and 29.94%, respectively, compared with that of the unmodified specimens. Based on the experimental results, modified interface bond-slip models are established which are suitable for two kinds of chlorine salt erosion environments, and the predicted results are in good agreement with the experimental results. © 2024 Beijing University of Aeronautics and Astronautics (BUAA). All rights reserved.
引用
收藏
页码:3219 / 3231
页数:12
相关论文
共 36 条
  • [1] WANG H T, LIU S S, ZHU C Y, Et al., Experimental study on the flexural behavior of large-scale reinforced concrete beams strengthened with prestressed CFRP plates, Journal of Composites for Construction, 26, 6, (2022)
  • [2] ZHAO X L, ASCE F, BAI Y, Et al., Effect of dynamic loading and environmental conditions on the bond between CFRP and steel: State-of-the-art review, Journal of Composites for Construction, 18, 3, pp. 318-320, (2014)
  • [3] YU Q Q, WU Y F., Fatigue retrofitting of cracked steel beams with CFRP laminates, Composite Structures, 192, pp. 232-244, (2018)
  • [4] HU L L, LI M Y, YILIYAER T, Et al., Strengthening of cracked DH36 steel plates by CFRP sheets under fatigue loading at low temperatures, Ocean Engineering, 243, (2022)
  • [5] LI Chenchen, YU Aimin, GAO Danying, Et al., Experimental study on axial compression of corroded reinforced concrete columns strengthened with FRP strips under erosion environment, Acta Materiae Compositae Sinica, 37, 8, pp. 2015-2028, (2020)
  • [6] WANG H T, BIAN Z N, CHEN M S, Et al., Flexural strengthening of damaged steel beams with prestressed CFRP plates using a novel prestressing system, Engineering Structures, 284, (2023)
  • [7] Al-MOSAWE A, Al-MAHAIDI R., Performance of CFRP-steel joints enhanced with bidirectional CFRP fabric, Construction and Building Materials, 197, 10, pp. 72-82, (2019)
  • [8] WANG Q, ZHU H, TENG F, Et al., Experimental and analytical studies of the bond between ribbed CFRP bar and aluminum alloy additional ribs anchorage, Engineering Fracture Mechanics, 290, (2023)
  • [9] PANG Y Y, LI Z Q, WANG Q, Et al., Durability of the liquid rubber-modified CFRP-steel interface under freeze-thaw cycles, Polymer Composites, 45, 2, pp. 1067-1081, (2024)
  • [10] BORRIE D, AL-SAAD S, ZHAO X L, Et al., Effects of CNT modified adhesives and silane chemical pretreatment on CFRP/steel bond behaviour and durability, Construction and Building Materials, 273, (2021)