Bond behavior of GFRP-concrete under long-term exposure to aggressive environments

被引:0
|
作者
Zheng Y. [1 ,2 ,3 ]
Ni M. [1 ,2 ,3 ]
Lu C. [1 ,2 ,3 ]
Chu T. [1 ,2 ,3 ]
Wu X. [1 ,2 ,3 ]
机构
[1] Faculty of Civil Engineering and Mechanics, Jiangsu University, Zhenjiang
[2] Faculty of Civil Engineering and Mechanics, Jiangsu University, Zhenjiang
[3] Faculty of Civil Engineering and Mechanics Jiangsu University, Zhenjiang
基金
中国国家自然科学基金;
关键词
The authors gratefully acknowledge the financial support from the National Natural Science Foundation of China (Nos. 51878319 and 51578267) and the Jiangsu Planned Projects for Postdoctoral Research Funds (No. 2020Z350);
D O I
10.3151/JACT.18.730
中图分类号
学科分类号
摘要
The experimental results of the bond behavior between glass fiber reinforced polymer (GFRP) bars and concrete under several aggressive environments were studied. To give a comprehensive and comparative evaluation, a total 60 GFRP bar-concrete pullout specimens were divided into a control group and a treated group being immersed in tap water, alkaline and saline solutions for up to 270 days. The influences from aggressive environment, resin type and exposure period on the bond strength, together with the degradation mechanism and failure mode were explored. The time-dependent test results showed a clear decrease in the bond strength of treated group, with notably various degradation trends during different exposure periods. It is found that the saline solution induced the average bond strength loss of all corresponding specimens as 51.5% at 270 days, followed by alkaline solution (39.5%) and tap water (29.0%). © 2020 Japan Concrete Institute. All rights reserved.
引用
收藏
页码:730 / 742
页数:12
相关论文
共 50 条
  • [1] Bond Behavior of GFRP-Concrete Under Long-term Exposure to Aggressive Environments
    Zheng, Yulong
    Ni, Mingzhi
    Lu, Chunhua
    Chu, Tianshu
    Wu, Xiaolong
    JOURNAL OF ADVANCED CONCRETE TECHNOLOGY, 2020, 18 (12) : 730 - 742
  • [2] Bond strength's degradation of GFRP-concrete elements under aggressive exposure conditions
    Alachek, Ibrahim
    Reboul, Nadege
    Jurkiewiez, Bruno
    CONSTRUCTION AND BUILDING MATERIALS, 2018, 179 : 512 - 525
  • [3] Theoretical analysis on long-term deflection of GFRP-concrete hybrid structures with partial interaction
    Zhang S.
    Xue W.C.
    Liao X.
    Composite Structures, 2020, 216 : 1 - 11
  • [4] Theoretical analysis on long-term deflection of GFRP-concrete hybrid structures with partial interaction
    Zhang, Shiqian
    Xue, W. C.
    Liao, Xiandong
    COMPOSITE STRUCTURES, 2019, 216 : 1 - 11
  • [5] Structural behavior of GFRP-concrete composite beams
    Khalil, Mohammed Abdel-Rahman M.
    Soliman, Ata El-Kariem Shoeib
    Sheriff, Alaa Gamal
    Salem, Mohammed M.
    FRATTURA ED INTEGRITA STRUTTURALE-FRACTURE AND STRUCTURAL INTEGRITY, 2025, (72): : 193 - 210
  • [6] Long-term tensile performance of GFRP bars in loaded concrete and aggressive solutions
    Lu, Chunhua
    Qi, Zhonghao
    Zheng, Yulong
    Xuan, Guangyu
    Yan, Yongdong
    JOURNAL OF BUILDING ENGINEERING, 2023, 64
  • [7] Fatigue behavior of hybrid GFRP-concrete bridge decks under sagging moment
    Xin, Haohui
    Liu, Yuqing
    He, Jun
    Fan, Haifeng
    Zhang, Youyou
    STEEL AND COMPOSITE STRUCTURES, 2015, 18 (04): : 925 - 946
  • [8] Behavior of GFRP-concrete double tube composite columns
    Li, Shuai
    Chan, Tak-Ming
    Young, Ben
    THIN-WALLED STRUCTURES, 2022, 178
  • [9] Flexural Behavior of Pultruded GFRP-Concrete Composite Beams Strengthened with GFRP Stiffeners
    Ali, Muataz I.
    Allawi, Abbas A.
    El-Zohairy, Ayman
    FIBERS, 2024, 12 (01)
  • [10] CFRP-to-concrete bond behavior under aggressive exposure of sewer chamber
    Mohammadi, Mahdie
    Mostofinejad, Davood
    JOURNAL OF COMPOSITE MATERIALS, 2021, 55 (24) : 3359 - 3373