Design and Field Evaluation of Hybrid FRP/Reinforced Concrete Superstructure System
Publication: Journal of Bridge Engineering
Volume 14, Issue 5
Abstract
Fiber-reinforced polymers offer several advantages over conventional construction materials but are also faced with several challenges. These include increased first cost, relatively low stiffness, and a lack of field experience. To address these challenges and to advance the state of the art, a hybrid fiber reinforced polymer/reinforced concrete bridge was designed and constructed in Texas. The bridge design and field evaluation are unique in several respects. Design considerations, the bid process, and the results of intermittent live load evaluations that have been conducted over a period of approximately 2 years are presented. Recommendations for the design of future similar bridges are provided.
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Acknowledgments
The original design concept was developed through a research grant from TxDOT and the bridge was constructed with Innovative Bridge Research and Construction funds from the Federal Highway Administration. Their support is appreciated. Molded Fiberglass, Inc., particularly Sib Banerjee and Pete Emrich, provided technical input during the fabrication process and their help is greatly appreciated. Paul McDad was instrumental for the field evaluation and his help is appreciated.
References
AASHTO. (1996). Standard Specifications for Highway Bridges, 16th Ed., AASHTO, Washington, D.C.
Alnahhal, W., and Aref, A. (2008). “Structural performance of hybrid fiber reinforced polymer-concrete bridge superstructure systems.”Compos. Struct., 84(4), 319–336.
Aref, A., Kitane, Y., and Lee, G. C. (2005). “Analysis of hybrid FRP-Concrete multi-cell bridge superstructure.” Compos. Struct., 69(3), 346–359.
ASME. (2004a). “Section V: Acoustic emission examination of fiber-reinforced plastic vessels.” ASME Boiler and pressure vessel code, ASME, New York.
ASME. (2004b). “Section X: Fiber-reinforced plastic pressure vessels.” ASME boiler and pressure vessel code, ASME, New York.
ASTM. (2006a). “Standard terminology for nondestructive examinations.” E1316-06a, West Conshohocken, Pa.
ASTM. (2006b). “Standard practice for determining damage-based design criteria for fiberglass reinforced plastics (FRP) materials.” E2478-06, West Conshohocken, Pa.
Bakis, C., Bank, L., Brown, V., Cosenza, E., Davalos, J., Lesko, J., Machida, A., Rizkalla, S., and Triantafillou, T. (2002). “Fiber-reinforced polymer composites for construction-state-of-the-art review.” J. Compos. Constr., 6(2), 73–87.
Burgueno, R., Davol, A., Zhao, L., Seible, F., and Karbhari, V. M. (2004). “Flexural behavior of hybrid fiber-reinforced polymer/concrete beam/slab bridge component.” ACI Struct. J., 101(2), 228–236.
Canning, L., Hollaway, L., and Thorne, A. M. (1999). “An investigation of the composite action of an FRP/concrete prismatic beam.” Constr. Build. Mater., 13, 417–426.
Chen, Y. (2007). “Optimization of the hybrid RC/FRP beam system.” Ph.D. dissertation, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, Columbia, S.C., 277.
Cheng, L., and Karbhari, V. M. (2006). “New bridge systems using FRP composites and concrete: A state-of-the-art review.” Prog. Struct. Eng. Mater., 8, 143–154.
Cole, T. A., Lopez, M., and Ziehl, P. H. (2006). “Fatigue behavior and nondestructive evaluation of full-scale FRP honeycomb bridge specimen.” J. Bridge Eng., 11(4), 420–429.
DiSP user’s manual. (2001). Rev. 1, PAC Part No. 6320–1001, Physical Acoustics Corporation, Princeton Junction, N.J.
Eom, J., and Nowak, A. (2001). “Live load distribution for steel girder bridges.” J. Bridge Eng., 6(6), 489–497.
Fam, A., and Skutezky, T. (2006). “Composite T-beams using reduced-scale rectangular FRP tubes and concrete slabs.” J. Compos. Constr., 10(2), 172–181.
Fowler, T. J., and Gray, E. (1979). “Development of an acoustic emission test for FRP equipment.” Proc., American Society of Civil Engineers Convention and Exposition, ASCE, Boston, Preprint 3538, 1–22.
Ghosn, M., Moses, P., and Gogieski, J. (1986). “Evaluation of steel bridges using in-service testing.” Transportation Research Record. 1072, Transportation Research Board, National Research Council, Washington, D.C., 71–78.
Gibson, R. (1994). Principles of composite material mechanics, McGraw-Hill, New York.
Gostautas, R. S., Ramirez, G., Peterman, R. J., and Meggers, D. (2005). “Acoustic emission monitoring and analysis of glass fiber-reinforced composites bridge decks.” J. Bridge Eng., 10(6), 713–721.
Hollaway, L. C., and Head, P. R. (2001). Advanced polymer composites and polymers in the civil infrastructure, Elsevier Science, Oxford, U.K., 221–286.
Hulatt, J., Hollaway, L., and Thorne, A. (2003a). “Short term testing of hybrid t beam made of new prepreg material.” J. Compos. Constr., 7(2), 135–144.
Hulatt, J., Hollaway, L., and Thorne, A. (2003b). “The use of advanced polymer composites to form an economic structural unit.” Constr. Build. Mater., 17, 55–68.
Kalny, O., Peterman, R. J., and Ramirez, G. (2004). “Performance evaluation of repair technique for damaged fiber-reinforced polymer honeycomb bridge deck panels.” J. Bridge Eng., 9(1), 75–86.
Kelly, B., Norfolk, M., and Hoyos, H. (2003). “Field load test rep.” Rep. Prepared for New York Dept. of Transportation, NYS 36, Tributary to Troups Creek, BIN 1023480, Troupsburg, Steuben County.
Kitane, Y., Aref, A., and Lee, G. (2004). “Static and fatigue testing of hybrid FRP-concrete bridge superstructure.” J. Compos. Constr., 8(2), 182–190.
Ramirez, G., Ziehl, P., and Fowler, T. (2004). “Nondestructive evaluation of FRP design criteria with primary consideration to fatigue loading.” J. Pressure Vessel Technol., 126(2), 216–228.
Saiidi, M., Gordaninejad, F., and Wehbe, N. (1994). “Behavior of graphite/epoxy concrete composite beams.” J. Struct. Eng., 120(10), 2958–2976.
Sekijima, K., Ogisako, E., Miyata, K., and Hayashi, K. (2001). “Analytical study on flexural behavior of GFRP-concrete composite beam.” Proc. Int. Conf. on FRP Composites in Civil Engineering, Elsevier Science, New York, 1363–1370.
Adams, H. (1982). “Recommended practice for acoustic emission evaluation of fiber reinforced plastic (FRP) tanks and pressure vessels.” Prepared by The Committee on Acoustic Emission from Reinforced Plastics (CARP), a working group of the Corrosion-Resistant Structures Committee of the Reinforced Plastics/Composites Institute of the Society of the Plastics Industry (SPI), 37th Annual Conf., Reinforced Plastics/Composites Institute, Jan. 11–15, Washington, D.C. Corrosion-Resistant Structures Committee, The Society of the Plastics Industry, Inc., New York.
Triantafillou, T. C., and Meier, U. (1992). “Innovative design of FRP combined with concrete.” Proc., 1st Int. Conf. on Advanced Composite Materials for Bridge and Structures (ACMBS), Canadian Society for Civil Engineering, Montreal, 491–499.
Ulloa, F., Medlock, R., Ziehl, P., and Fowler, T. (2004). “A hybrid FRP bridge for Texas.” Concr. Int., 26(5), 38–43.
Van Erp, G., Heldt, T., McCormick, L., Carter, D., and Tranberg, C. (2002), “An Australian approach to fibre composite bridges.” Proceedings of the Int. Composites Conf., ACUN-4, Australia.
Wagner, N. (2004). “FRP bridge panels speed installation.” Reinforced Plastics, 48(11), 4–5.
Williams, J. (2007). “FRP bridge evolution.” GoBridges.com, Zweig White Information Services. <http://www.gobridges.com/article.asp?id=2550>.
Zhao, L., Burgueno, R., Rovere, H. L., Seible, F., and Karbhari, V. (2000). “Preliminary evaluation of the hybrid tube bridge system.” Report Prepared for California Dept. of Transportation, Rep. No. TR-2000/4, Dept. of Structural Engineering, Univ. of California, San Diego.
Ziehl, P. H., and Fowler, T. J. (2003). “Fiber reinforced vessel design with a damage criterion approach.” Compos. Struct., 61(4), 395–411.
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© 2009 ASCE.
History
Received: Jun 4, 2008
Accepted: Sep 17, 2008
Published online: Aug 14, 2009
Published in print: Sep 2009
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