Experimental Investigation of the Influence of Moisture on the Bond Behavior of FRP to Concrete Interfaces
Source abstract
Abstract
The effects of moisture on the initial and long-term bonding behavior of fiber reinforced polymer (FRP) sheets to concrete interfaces have been investigated by means of a two-year experimental exposure program. The research is focused on the effects of (1) moisture at the time of FRP installation, in this paper termed “construction moisture,” consisting of concrete substratum surface moisture and external air moisture; and (2) moisture, in this paper termed “service moisture,” which normally varies throughout the service life of concrete. Concrete beams with FRP bonded to their soffits were prepared. Before bonding, concrete substrates were preconditioned with different moisture contents and treated with different primers. The FRP bonded concrete beams were then cured under different humidity conditions before being subjected to combined wet/dry (WD) and thermal cycling regimes to accelerate the exposure effects. Adhesives with different elastic moduli were used to investigate the long-term durability of each adhesive when subjected to accelerated WD cycling. Pull-off tests and bending tests were conducted at the beginning of the cycling and then again after 8 months, 14 months, and 2 years of exposure so as to evaluate the tensile and shear performance of the FRP-to-concrete interfaces. It was found that the effect of the concrete substrate moisture content on short-term interfacial bond performance could be eliminated if an appropriate primer was used. All FRP-to-concrete bonded joints failed at the interface between the primer and concrete after exposure while those not exposed usually failed within the concrete substrate. After exposure to an environment of accelerated WD cycles, it was also found that the interfacial tensile bond strength degraded asymptotically with the exposure time while the flexural capacity of the FRP sheet bonded plain concrete beams even increased. The mechanism behind the above, which is an apparently contradictory phenomenon, is discussed.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete · Concrete Corrosion and Durability · Innovative concrete reinforcement materials
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
Affiliations
Assistant Professor, Dept. of Civil and Structural Engineering, The Hong Kong Polytechnic Univ., Hung Hom, Kowloon, Hong Kong, China (corresponding author).
Professor, Div. of Built Environment, Hokkaido Univ., Sapporo 060-8628, Japan.
Senior Researcher, Life Cycle Management Research Center, Port and Airport Research Institute, Yokosuka 239-0826, Japan.
References (25)
Show source-provided references
1. 10.1016/j.cemconcomp.2006.07.01710.1016/j.cemconcomp.2006.07.017 ↗
2. 10.1061/(ASCE)1090-0268(2006)10:1(35)10.1061/(ASCE)1090-0268(2006)10:1(35) ↗
3. 10.1177/07316844950140060210.1177/073168449501400602 ↗
4. 10.1016/0950-0618(95)00006-210.1016/0950-0618(95)00006-2 ↗
5. Improving the load transfer and effective bond length for FRP composites bonded to concrete
6. 10.1061/(ASCE)1090-0268(2005)9:1(52)10.1061/(ASCE)1090-0268(2005)9:1(52) ↗
7. 10.1260/13694330979032767110.1260/136943309790327671 ↗
8. Davalos J. F. Kodkani S. S. Ray I. and Boyajian D. M. (2005). “A fracture mechanics approach for interface durability of bond FRP to concrete.” Proc. FRPRCS-7 ACI-SP-230-83 American Concrete Institute Kansas City Mo. 1465–1480.
9. Far A. Al. Rostásy F. Budelmann H. and Hadid T. Al. (2007). “Durability of reinforced concrete members strengthened with CFRP plates and subjected to moisture and salts.” Proc. 8th Int. Symp. on Fiber-Reinforced Polymer Reinforcement for Concrete Structures (FRPRCS-8) (CD-ROM) Patras Greece Paper No.13-6 16–18.
10. Durability evaluation of carbon fiber-reinforced polymer strengthened concrete beams: Experimental study and design
11. 10.1139/cjce-27-5-94910.1139/cjce-27-5-949 ↗
12. 10.1061/(ASCE)1090-0268(2005)9:4(348)10.1061/(ASCE)1090-0268(2005)9:4(348) ↗
13. 10.1016/j.compositesa.2008.03.00310.1016/j.compositesa.2008.03.003 ↗
14. 10.1016/S0263-8223(98)00031-210.1016/S0263-8223(98)00031-2 ↗
15. Kobayashi A. Tateishi A. Sato Y. and Takahashi Y. (2009). “Study on basic characteristics of FRP strand sheets and its flexural strengthening effect for RC beams.” Proc. FRPRCS-9 (CD-ROM) Sydney Australia.
16. Leung H. Balendran R. and Lim C. (2001). “Flexural capacity of strengthened concrete beam exposed to different environmental conditions.” Proc. 1st Int. Conf. on FRP Composites in Civil Engineering (CICE 2001) Hong Kong 1597–1606.
17. 10.1016/S0950-0618(98)00030-010.1016/S0950-0618(98)00030-0 ↗
18. Myers J. J. and Ekenel M. (2005). “Effects of environmental conditions on bond strength between CFRP laminate and concrete substrate.” Proc. FRPRCS-7 ACI SP-230-89 American Concrete Institute Kansas City Mo. 1571–1592.
19. Ouyang Z. (2007). “Durability of bond between FRP and concrete in moisture environments: Experimental numerical and analytical study.” Ph.D. thesis submitted to Marquette Univ. Milwaukee.
20. Ouyang Z. and Wan B. L. (2006). “Numerical simulation of bond deterioration between CFRP plate and concrete in moisture environment.” Proc. 3rd Int. Conf. on FRP Composites in Civil Engineering (CICE2006) Miami 395–398.
21. Durability of carbon fiber-reinforced polymer/epoxy/concrete bond in marine environment
22. 10.1016/j.compstruct.2007.10.01410.1016/j.compstruct.2007.10.014 ↗
23. Teng J. G. · 2002
24. 10.1016/S0958-9465(97)00028-010.1016/S0958-9465(97)00028-0 ↗
25. 10.1177/073168440606514010.1177/0731684406065140 ↗