Residual Behavior of Fire-Exposed Reinforced Concrete Beams Prestrengthened in Flexure with Fiber-Reinforced Polymer Sheets
Publication: Journal of Composites for Construction
Volume 12, Issue 1
Abstract
Numerous research studies have shown externally bonded fiber-reinforced polymer (FRP) materials can be used efficiently and economically to repair and retrofit deteriorated or understrength concrete structures. FRP materials are being widely applied in the rehabilitation of deteriorated bridges, however, their use in buildings has been limited, partly because of insufficient knowledge about the performance of FRP materials in fire. To enable further applications of FRPs in buildings, this paper presents a study on the residual performance after fire of four reinforced-concrete (RC) T-beams that were prestrengthened with externally bonded FRP sheets and provided with a supplemental fire protection system. Results from this study suggest that the RC beams strengthened with FRPs prior to fire exposure retained most of their initial unstrengthened flexural capacity after fire. This is attributed to the fact that the temperature of the internal concrete and reinforcing steel was kept to below 200 and , respectively.
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Acknowledgments
The writers are members of the Intelligent Sensing for Innovative Structures Network (ISIS Canada) and wish to acknowledge the support of the Networks of Centres of Excellence Program of the Government of Canada and the Natural Sciences and Engineering Research Council of Canada. The writers would also like to acknowledge the technical staff at Queen’s University and the National Research Council of Canada; Dr. B. Williams, Pre-Con; as well as Fyfe Company LLC and Degussa Building Systems for providing financial support, specialized protection materials, and technical expertise.
References
American Concrete Institute (ACI). (2002). ACI 440.2R-02: Guide for the design and construction of externally-bonded FRP systems for strengthening concrete structures, ACI, Farmington Hills, Mich.
ASCE Committee on Fire Protection, Structural Div., ASCE (ASCE). (1992). “Structural fire protection.” Manual and Report No. 78, ASCE, New York.
ASTM. (2001). ASTM E119: Standard test methods for fire tests of building construction and materials, ASTM, West Conshohocken, Pa.
Bisby, L. A. (2003). “Fire behavior of FRP reinforced or confined concrete.” Ph.D. thesis, Dept. of Civil Engineering, Queen’s Univ., Kingston, Onto, Canada.
Bisby, L. A., Green, M. F., and Kodur, V. K. R. (2005). “Fire endurance of FRP-confined concrete: Test results and model validation.” ACI Struct. J., 102(6), 883–891.
Chowdhury, E. U. (2005). “Performance in fire of reinforced concrete T beams strengthened with externally bonded fiber-reinforced polymer sheets.” MSc thesis, Dept. of Civil Engineering, Queen’s Univ., Kingston, Ont., Canada.
Chowdhury, E. U., Bisby, L. A., Green, M. F., and Kodur, V. K. R. (2006). “Performance in fire of insulated FRP-wrapped reinforced concrete columns.” Proc., 4th Int. Workshop: Structures in Fire, Aveiro, Portugal, 791–802.
Canadian Standards Association (CSA). (1994). CAN/CSA-A23.3-94: Design of concrete structures, CSA, Ottawa, Ont., Canada.
Canadian Standards Association (CSA). (2002). CAN/CSA-S806-02: Design and construction of building components with fiber-reinforced polymers, CSA, Ottawa, Ont., Canada.
Drysdale, D. D., Schneider, U., Babrauskas, V., and Grayson, S. J. (1990). “Repairability of fire damaged structures CIB W14 report.” Fire Saf. J., 16(4), 251–336.
Edwards, W. T., and Gamble, W. L. (1986). “Strength of Grade 60 reinforcing bars after exposure to fire temperatures.” Concr. Int.: Des. Constr., 8(10), 17–19.
Foster, S. K., and Bisby, L. A. (2005). “High temperature residual properties of externally-bonded FRP systems.” ACI SP230-70, 1235–1252.
Harries, K. A., Porter, M. L., and Busel, J. P. (2003). “FRP materials and concrete—Research needs.” Concr. Int., 25(10), 69–74.
ISIS Canada Corporation (ISIS). (2001). Design manual No. 4: Strengthening reinforced concrete structures with externally bonded fiber-reinforced polymers (CD-ROM), ISIS Canada Corporation, Winnipeg, Man., Canada.
Karbhari, V. M., Chin, J. W., Hunston, D., Benmokrane, B., Juska, T., Morgan, R., Lesko, J. J., Sorathia, U., and Reynaud, D. (2003). “Durability gap analysis for fiber-reinforced polymer composites in civil infrastructure.” J. Compos. Constr., 7(3), 238–247.
Kodur, V. K. R., Wang, T. C., and Cheng, F. P. (2004). “Predicting the fire resistance behavior of high strength concrete columns.” Cem. Concr. Compos., 26(2), 141–153.
Nassif, A. (2005). “Postfire full stress–strain response of fire-damaged concrete.” Fire Mater., 30(5), 323–332.
National Research Council (NRC). (1995). “National Building Code of Canada.” NRC, Ottawa, Canada.
Rüsch, H. (1960). “Researches toward a general flexural theory for structural concrete.” ACI J., 57(7), 1–28.
Underwriters’ Laboratories of Canada (ULC). (2001). CAN/ULC-S101: Standard methods of fire endurance tests of building construction and materials, ULC, Scarborough, Ont., Canada.
Williams, B., Bisby, L., Kodur, V., Green, M., and Chowdhury, E. (2006). “Fire insulation schemes for FRP-strengthened concrete slabs.” Composites, Part A, 37(8), 1151–1160.
Williams, B. K. (2004). “Fire performance of FRP-strengthened reinforced concrete flexural members.” Ph.D. thesis, Dept. of Civil Engineering, Queen’s Univ., Kingston, Ont., Canada.
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© 2008 ASCE.
History
Received: Aug 17, 2006
Accepted: Dec 22, 2006
Published online: Feb 1, 2008
Published in print: Feb 2008
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