journal article·2021-04

Study on the durability of GFRP bars and carbon/glass hybrid fiber reinforced polymer (HFRP) bars aged in alkaline solution

Yunfeng Pan, Dongming Yan

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Abstract

Abstract Using glass fiber reinforced polymer (GFRP) bars as the reinforcement of concrete structures is becoming more and more popular. Carbon/glass hybrid-fiber reinforced polymer bars (HFRP bars), formed by wrapping a thin layer of carbon fiber reinforced polymer (CFRP) on GFRP bars, is expected to have better durability than GFRP bars. In order to evaluate the effects of CFRP layer on the durability of GFRP bars, the water absorption behaviors of both GFRP and HFRP bars were characterized, and the interlaminar shear strength degradation of GFRP and HFRP bars aged in alkaline solution was investigated with short beam shear test. The results indicate that after being aged in alkaline solution, the remaining interlaminar shear strengths of HFRP bars were larger than that of GFRP bars. And, the deterioration of HFRP bars aged in alkaline solution was found occurring at the CFRP/CFRP interface. The long-term interlaminar shear strength of GFRP and HFRP bars aged in alkaline solution was predicted using the Arrhenius theory. The present study shows that the CFRP layer enhances the durability of GFRP bars in alkaline environment, due to the delayed water and OH– diffusion in CFRP and the better alkaline resistance of CFRP.
Source: openaire · Quality: candidate unverified · Source record ↗

Research context

OpenAlex topics: Structural Behavior of Reinforced Concrete · Innovative concrete reinforcement materials · Concrete Corrosion and Durability

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (37)

Show source-provided references
1. Field durability study of vinyl-ester–based GFRP rebars in concrete bridge barriers10.1061/(ASCE)BE.1943-5592.0001315 ↗
2. Bond performance of alkaline solution pre-exposed FRP bars with concrete10.1680/jmacr.17.00027 ↗
3. Effect of sustained load and seawater and sea sand concrete environment on durability of basalt- and glass-fibre reinforced polymer (B/GFRP) bars10.1016/j.corsci.2018.04.002 ↗
4. Durability study of concrete-covered basalt fiber-reinforced polymer (BFRP) bars in marine environment10.1016/j.compstruct.2019.111650 ↗
5. Durability issues of FRP rebars in reinforced concrete members10.1016/j.cemconcomp.2006.07.004 ↗
6. Durability prediction for GFRP reinforcing bars using short-term data of accelerated aging tests10.1061/(ASCE)1090-0268(2006)10:4(279) ↗
7. Laboratory assessment and durability performance of vinyl-ester, polyester, and epoxy glass-FRP bars for concrete structures10.1016/j.compositesb.2017.02.002 ↗
8. Durability study on interlaminar shear behaviour of basalt-, glass- and carbon-fibre reinforced polymer (B/G/CFRP) bars in seawater sea sand concrete environment10.1016/j.conbuildmat.2017.09.045 ↗
9. Durability of GFRP rebars in simulated concrete solutions under accelerated aging conditions10.1061/(ASCE)CC.1943-5614.0000168 ↗
10. Accelerated aging tests for evaluations of durability performance of FRP reinforcing bars for concrete structures10.1016/j.compstruct.2005.08.015 ↗
11. Combined effects of saline solution and moist concrete on long-term durability of GFRP reinforcing bars10.1016/j.conbuildmat.2012.08.021 ↗
12. Degradation of basalt fibre and glass fibre/epoxy resin composites in seawater10.1016/j.corsci.2010.09.053 ↗
13. Effects of diameter on the durability of glass fiber–reinforced polymer bars conditioned in alkaline solution10.1061/(ASCE)CC.1943-5614.0000814 ↗
14. Durability of fiber reinforced polymer (FRP) in simulated seawater sea sand concrete (SWSSC) environment10.1016/j.corsci.2018.06.022 ↗
15. Influence of hygrothermal environment on thermal and mechanical properties of carbon fiber/fiberglass hybrid composites10.1016/j.compscitech.2008.11.012 ↗
16. Combined effects of temperature, hydraulic pressure and salty concentration on the water uptake and mechanical properties of a carbon/glass fibers hybrid rod in salty solutions10.1016/j.polymertesting.2019.02.034 ↗
17. Durability of FRP rods for concrete structures10.1016/j.conbuildmat.2004.04.012 ↗
18. Moisture absorption of unidirectional hybrid composites10.1016/j.compositesa.2011.10.003 ↗
19. Tension-tension fatigue performance of a large-diameter pultruded carbon/glass hybrid rod10.1016/j.ijfatigue.2018.11.007 ↗
20. Long-term durability of basalt- and glass-fibre reinforced polymer (BFRP/GFRP) bars in seawater and sea sand concrete environment10.1016/j.conbuildmat.2017.02.038 ↗
21. Benmokrane · 2018 · 49
22. Hybrid effect on tensile properties of FRP rods with various material compositions10.1016/j.compstruct.2006.04.065 ↗
23. Fibre hybridisation in polymer composites: a review10.1016/j.compositesa.2014.08.027 ↗
24. ASTM · 2016
25. Numerical modeling of moisture diffusion in an unidirectional fiber-reinforced polymer composite10.1002/pc.24664 ↗
26. ASTM · 2014
27. Numerical modelling of moisture diffusion in FRP with clustered microstructures10.1016/j.apm.2015.09.021 ↗
28. Crank. The mathematics of diffusion. Science Pulicaitions. UK: Oxford Science Publications; 1975.
29. Effect of temperature on moisture absorption in a bismaleimide resin and its carbon fiber composites10.1016/S0032-3861(02)00189-1 ↗
30. Hygrothermal effects on high Vf pultruded unidirectional carbon/epoxy composites: Moisture uptake10.1016/j.compositesb.2008.07.003 ↗
31. GFRP Reinforcement in concrete after 15 years of service10.1061/(ASCE)CC.1943-5614.0000806 ↗
32. A refined prediction method for the long-term performance of BFRP bars serviced in field environments10.1016/j.conbuildmat.2017.07.154 ↗
33. Bond durability of BFRP bars embedded in concrete under seawater conditions and the long-term bond strength prediction10.1016/j.matdes.2015.12.066 ↗
34. Field study of glass-fibre-reinforced polymer durability in concrete10.1139/l06-138 ↗
35. ACI · 2015
36. Environmental reduction factors for GFRP bars used as concrete reinforcement: New scientific approach10.1061/(ASCE)CC.1943-5614.0000122 ↗
37. Long-term bond durability of fiber-reinforced polymer bars embedded in seawater sea-sand concrete under ocean environments10.1061/(ASCE)CC.1943-5614.0000876 ↗