An experimental investigation is conducted on the influence of the degradation of fibre-reinforced-polymer (FRP) bars on their bond performance with concrete. A basalt fibre-reinforced vinyl ester (BV) bar, basalt fibre-reinforced epoxy (BE) bar, carbon fibre-reinforced epoxy (CE) bar and E-glass-fibre-reinforced vinyl ester (GV) bar are adopted. The bars are pre-exposed to 40°C alkaline solution for 0, 15, 30 and 45 d and then tested under a direct pull-out condition. The test parameters include the resin type, fibre type and conditioned age. The test results indicate that, for the unconditioned bars, the bond strength of CE bars is the largest, next are the GV bars and BE bars, whose strengths are very close to each other, and the BV bars have the least bond strength. For the conditioned FRP bars, the bond strength retention of BE bars with an epoxy matrix are generally greater than those of BV bars with a vinyl ester matrix. The bond strengths of the conditioned CE bars and BE bars with the epoxy matrix both increase, whereas the BV bars and GV bars show a decreasing trend. It is concluded that the order of bond durability is CE > BE > GV > BV for the bars used in this paper combining the test results with a mechanism analysis.
Article navigation
September 2018
Research Article|
January 10 2018
Bond performance of alkaline solution pre-exposed FRP bars with concrete Available to Purchase
Zhiqiang Dong;
Zhiqiang Dong
PhD Candidate, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing, P. R. China
Search for other works by this author on:
Gang Wu;
Gang Wu
Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing, P. R. China (corresponding author: g.wu@seu.edu.cn)
Search for other works by this author on:
Bo Xu;
Bo Xu
Master's Student, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing, P. R. China
Search for other works by this author on:
Xin Wang;
Xin Wang
Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing, P. R. China
Search for other works by this author on:
Luc Taerwe
Luc Taerwe
Professor, Ghent University, Department of Structural Engineering, Magnel Laboratory for Concrete Research, Ghent, Belgium
Search for other works by this author on:
Publisher: Emerald Publishing
Received:
January 04 2017
Revision Received:
September 12 2017
Accepted:
October 23 2017
Online ISSN: 1751-763X
Print ISSN: 0024-9831
ICE Publishing: All rights reserved
2018
Magazine of Concrete Research (2018) 70 (17): 894–904.
Article history
Received:
January 04 2017
Revision Received:
September 12 2017
Accepted:
October 23 2017
Citation
Dong Z, Wu G, Xu B, Wang X, Taerwe L (2018), "Bond performance of alkaline solution pre-exposed FRP bars with concrete". Magazine of Concrete Research, Vol. 70 No. 17 pp. 894–904, doi: https://doi.org/10.1680/jmacr.17.00027
Download citation file:
Suggested Reading
Influence of silica fume content on bond behaviour of reinforcement in HPSCC
Magazine of Concrete Research (June,2018)
The bond property between concrete confined with textile-reinforced concrete and a steel bar
Magazine of Concrete Research (November,2019)
Steel–concrete bond behaviour of self-compacting concrete with recycled aggregates
Magazine of Concrete Research (February,2016)
Bond behaviour of bars embedded in ecological high-ductility cementitious composites
Magazine of Concrete Research (November,2018)
Bond characteristics of concrete made of recycled aggregates from building demolition waste
Magazine of Concrete Research (April,2017)
Related Chapters
Bond characteristics of concrete made of recycled aggregates from building demolition waste
ICE Themes Recycled Aggregates: Use in Concrete
Steel–concrete bond behaviour of self-compacting concrete with recycled aggregates
ICE Themes Self-Compacting Concrete
EFFECT OF TEMPERATURE ON THE DURABILITY OF SYSTEM FOR STRENGTHENING OF CONCRETE STRUCTURES
Repair and Renovation of Concrete Structures: Proceedings of the International Conference held at the University of Dundee, Scotland, UK on 5–6 My 2005
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
