Performance Evaluation of RC Beams Strengthened with an Externally Bonded FRP System under Simulated Vehicle Loads
Publication: Journal of Bridge Engineering
Volume 18, Issue 1
Abstract
Carbon fiber-reinforced polymer (CFRP) sheets can be used to strengthen existing RC bridge girders/decks. The objective of this study is to investigate whether transient vehicle loads present during the installation of CFRP influence the bond performance between the CFRP and the concrete substrate and, therefore, the consequent strengthening effect. A total of eight RC beams were tested. Two were unstrengthened reference beams, five were strengthened with CFRP sheets while subject to transient loads, and the final beam was strengthened with CFRP sheets while subject to only a sustained static load. The test parameters included the amplitude of the transient load, the anchorage length of the CFRP sheets, and the reinforcing/strengthening ratio. The transient loads were continued for 2 days (during CFRP cure) before all five CFRP-strengthened RC beams were tested to failure in four-point flexure. The test results were compared with those of the reference beams and the one strengthened under a sustained load. It was shown that a 1-Hz sinusoidal transient load varying between 30 and 50% of the ultimate capacity of the unstrengthened beam during the installation and curing of the CFRP sheets does not affect the structural performance of CFRP-strengthened RC beams. This result demonstrates the applicability of the fiber-reinforced polymer (FRP) strengthening technique for bridge girders that are subjected to continuous vehicle loads.
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Acknowledgments
The authors gratefully acknowledge the financial support provided by the National Nature Science Foundation of China (Project No. 51078079). In addition, the authors thank the University of Pittsburgh for the research collaboration opportunity.
References
Al-Hammoud, R., Soudki, K., and Topper, T. H. (2011). “Fatigue flexural behavior of corroded reinforced concrete beams repaired with CFRP sheets.” J. Compos. Constr., 15(1), 42–51.
Barnes, R. A., and Mays, G. C. (2001). “The effect of traffic vibration on adhesive curing during installation of bonded external reinforcement.” Proc. Inst. Civ. Eng., Struct. Build., 146(4), 403–410.
Brena, S. F., Bramblett, R. M., Wood, S. L., and Kreger, M. E. (2003). “Increasing flexural capacity of reinforced concrete beams using fiber-reinforced polymer composites.” ACI Struct. J., 100(1), 36–46.
Debaiky, A. S., Green, M. F., and Hope, B. B. (2002). “Carbon fiber-reinforced polymer wraps for corrosion control and rehabilitation of reinforced concrete columns.” ACI Mater. J., 99(2), 129–136.
Harries, K. A., and Aidoo, J. (2006). “Debonding- and fatigue-related strain limits for externally bonded FRP.” J. Compos. Constr., 10(1), 87–90.
Harries, K. A., Zorn, A., Aidoo, J., and Quattlebaum, J. (2006). “Deterioration of FRP-to-concrete bond under fatigue loading.” Adv. Struct. Eng., 9(6), 779–789.
Kim, Y. J., and Heffernan, P. J. (2008). “Fatigue behavior of externally strengthened concrete beams with fiber-reinforced polymers: State of the art.” J. Compos. Constr., 12(3), 246–256.
Macdonald, M. D. (1981). “Strength of bonded shear joints subjected to movement during cure.” Int. J. Cem. Compos. Lightweight Concr., 3(4), 267–272.
Meier, H., Clenin, R., and Basler, M. (2003). “Bridge strengthening with advanced composite systems.” ACI SP 215 field applications of FRP reinforcement: Case studies, S. Rizkalla and A. Nanni, eds., American Concrete Institute, Detroit.
Ministry of Transport of the People’s Republic of China (MTPRC). (2004). Code for design of highway reinforced concrete and prestressed concrete bridges and culverts, People’s Communication Press, Beijing, 23–27.
Moy, S. S. J. (2007). “CFRP reinforcement of steel beams adhesive cure under cyclic load.” Proc., 1st Asia-Pacific Conf. on FRP in Structures, Vol. 2, The Univ. of Hong Kong, Hong Kong, 1019–1024.
O’Neill, A., Harries, K. A., and Minnaugh, P. (2007). “Fatigue behavior of adhesive systems used for externally-bonded frp applications.” Proc., 3rd Int. Conf. on Durability and Field Applications of Fiber Reinforced Polymer (FRP) Composites for Construction (CDCC), Université of Sherbrooke, Québec.
Reed, M. W., Barnes, R. W., Schindler, A. K., and Lee, H.-W. (2005). “Fiber reinforced polymer strengthening of concrete bridges that remain open to traffic.” ACI Struct. J., 102(6), 823–831.
Shahawy, M., and Beitelman, T. E. (1999). “Static and fatigue performance of RC beams strengthened with CFRP laminates.” J. Struct. Eng., 125(6), 613–621.
Tang, T., and Saadatmanesh, H. (2003). “Behavior of concrete beams strengthened with fiber-reinforced polymer laminates under impact loading.” J. Compos. Constr., 7(3), 209–218.
Teng, J. G., Chen, J. F., Smith, S. T., and Lam, L. (2002). FRP strengthened RC structures, Wiley, Chichester, U.K.
Triantafillou, T. (1998). “Shear strengthening of reinforced concrete beams using epoxy-bonded FRP composites.” ACI Struct. J., 95(2), 107–115.
Wang, W.-W., and Li, G. (2006). “Experimental study and analysis of RC beams strengthened with CFRP laminates under sustaining load.” Int. J. Solids Struct., 43(6), 1372–1387.
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© 2013 American Society of Civil Engineers.
History
Received: Apr 13, 2011
Accepted: Oct 7, 2011
Published online: Oct 10, 2011
Published in print: Jan 1, 2013
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