Accelerated aging tests for evaluations of durability performance of FRP reinforcing bars for concrete structures

Composite Structures

Volumn 78, Issue 1, 2007, Pages 101-111

  Chen, Yi ^a   Davalos, Julio F ^a   Ray, Indrajit ^a   Kim, Hyeong Yeol ^b  

^a West Virginia University   (United States)

^b Korea Institute of Civil Engineering and Building Technology   (South Korea)

Author keywords

Accelerated aging test; Bond strength; Concrete; Durability; FRP; Pullout test

Indexed keywords

AGING OF MATERIALS; ALKALINITY; BOND STRENGTH (MATERIALS); DRYING; DURABILITY; FREEZING; SOLUTIONS; THAWING; WATER; WETTING;

ACCELERATED AGING TEST; PULLOUT TEST;

FIBER REINFORCED PLASTICS;

AGING; CARBON FIBER; COMPUTER SIMULATION; CONCRETE; DURABILITY; FIBER REINFORCED COMPOSITE; GLASS FIBER; SHEAR PROPERTY; STRENGTH; TENSILE PROPERTY; TESTING;

EID: 33751439547     PISSN: 02638223     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.compstruct.2005.08.015     Document Type: Article

References (23)

1. Uomoto T. Use of fiber-reinforced polymer composites as reinforcing material for concrete. J Mater Civil Eng 14 3 (2002) 191-209
2. Coomarasamy A., and Goodman S. Investigation of the durability characteristics of fiber reinforced plastic (FRP) materials in concrete environment. J Thermoplast Compos Mater 12 3 (1999) 214-226
3. Benmokrane B., Wang P., Ton-That T.M., Rahman H., and Robert J.F. Durability of glass fiber reinforced polymer reinforcing bars in concrete environment. J Compos Constr 6 3 (2002) 143-153
4. Chin JW, Hughes WL, Signor A. Elevated temperature aging of glass fiber reinforced vinyl ester and isophthalic polyester composites in water, salt water and concrete pore solution. In: American Society of Composites, 16th Technical Conference, Blacksburg, VA, 2001. p. 1-12.
5. Charles, RJ. The strength of silicate glasses and some crystalline oxides [chapter 12]. In: Proceedings of the international conference on the atomic mechanisms of fracture, Swampscott, Massachusetts, 1959. p. 225-49.
6. Bradshaw R.D., and Brinson L.C. Physical aging in polymer composites: an analysis and method for time aging time superposition. Polym Eng Sci 31 1 (1997) 31-34
7. Tannous F.E., and Saadatmanesh H. Environmental effects on the mechanical properties of E-glass FRP rebars. ACI Mater J 95 2 (1998) 87-100
8. Nkurunziza G., Cousin P., Masmoudi R., and Benmokrane B. Effect of sustained tensile stress and temperature on GFRP composite bars properties. 1: preliminary experiment in deionised water and alkaline solution. Int J Mater Product Technol 19 1-2 (2003) 15-27
9. Micelli F., and Nanni A. Durability of FRP rods for concrete structures. Constr Building Mater 18 7 (2004) 491-503
10. Bakis CE, Freimanis AJ, Gremel D, Nanni A. Effect of resin material on bond and tensile properties of unconditioned and conditioned FRP reinforcement rods. In: Proceedings of the 1st international conference on durability of fiber reinforced polymer (FRP) composites for construction, Sherbrooke, Canada, 1998. p. 403-13.
11. Gentry TR, Bank LC, Thompson BP, Russell JS. An accelerated-test-based specification for fiber reinforced plastic for structural systems. In: Proceedings of the 2nd international conference on durability of fiber reinforced polymer (FRP) composites for construction, Montreal, Canada, 2002. p. 13-24.
12. Porter ML, Barnes BA. Accelerated durability of FRP reinforcement for concrete structures. In: Proceedings of the 1st international conference on durability of fiber reinforced polymer (FRP) Composites for Construction, Sherbrooke, Canada, 1998. p. 191-201.
13. Sen R., Mullins G., and Salem T. Durability of E-glass/vinyl ester reinforcement in alkaline solution. ACI Struct J 99 3 (2002) 369-375
14. Katsuki F, Uomoto T. Prediction of deterioration of FRP rods due to alkali attack. In: Non-metallic (FRP) reinforcement for concrete structures, RILEM, London, UK, 1996. p. 82-9.
15. Karbhari V.M., Chin J.W., Hunston D., Benmokrane B., Juska T., Morgan R., Lesko J.J., Sorathia U., and Reynaud D. Durability gap analysis for fiber-reinforced polymer composite in civil infrastructure. J Compos Constr 7 3 (2003) 238-247
16. Pritchard G. Reinforced plastic durability (2000), CRC Press, Woodhead Publishing Limited, Cambridge, England
17. Pantuso A, Spadea G, Swamy RN. An experimental study on the durability of GFRP bars. In: Proceedings of the 1st international conference on composite in infrastructure, Tucson, Arizona, 1998. p. 476-87.
18. Svecova D, Rizkalla SH, Vogel H, Jawara A. Durability of GFRP bars in low-heat high performance concrete. In: Proceedings of the 2nd international conference on durability of fiber reinforced polymer (FRP) composites for construction, Montreal, Canada, 2002. p. 75-86.
19. Bank L.C., Puterman M., and Katz A. Effect of material degradation on bond properties of fiber reinforced plastic reinforcing bars in concrete. ACI Mater J 95 3 (1998) 232-243
20. Sen R. Durability of advanced composites in a marine environment. Int J Mater Product Technol 19 1-2 (2003) 118-129
21. Shi C., Stegemann J.A., and Caldwell R.J. Effect of supplementary cementing materials on the specific conductivity of pore solution and its implications on the rapid chloride permeability test (AASHTO T277 and ASTM C1202) results. ACI Mater J 95 4 (1998) 389-394
22. Gowripalan N., and Mohamed H.M. Chloride-ion induced corrosion of galvanized and ordinary steel reinforcement in high-performance concrete. Cement Concrete Res 28 8 (1998) 1119-1131
23. Stone D, Koenigsfeld D, Myers J, Nanni A. Durability of GFRP rods, laminates and sandwich panels subjected to various environmental conditioning. In: Proceeding of 2nd international conference on durability of fiber reinforced polymer (FRP) composites for construction, Montreal, Canada, 2002. p. 213-24.