TECHNICAL PAPERS
Jul 15, 2004

Development of an Efficient Connector System for Fiber Reinforced Polymer Bridge Decks to Steel Girders

Publication: Journal of Composites for Construction
Volume 8, Issue 4

Abstract

This paper discusses the development of an innovative and efficient connector to be used with fiber reinforced polymer (FRP) decks supported by steel girders. A summary is provided detailing various proprietary connectors currently employed by FRP deck manufacturers. The paper then describes the development and experimental testing of a clamped shear stud-type connector. Experimental testing was conducted in two phases. The first phase consisted of individual connector testing. In this phase, several variations of the connector are tested and evaluated for strength, damage development, and overall performance. Results of this phase of testing are used to select a final connection design to be used in the second phase of testing, which consisted of testing a scale model bridge that incorporates several of the proposed connectors. The bridge is subjected to static load tests and the resulting reactions and deflections from these tests are compared with comprehensive finite element models of the system.

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References

American Institute of Steel Construction (AISC). (1994). Manual of steel construction load and resistance factor design, Vol. 2, p. 8–13.
American Society of Civil Engineers (ASCE). (2001). “ASCE’s 2001 Report Card for America’s Infrastructure.” http://www.asce.org/reportcard (May 30, 2001).
Bakis, C. E., et al. (2002). “Fiber-reinforced polymer composites for construction—State-of-the-art review.” J. Compos. Constr., 6(2), 73–87.
Davalos, J. F., Barth, K. E., and Qiao, P. (2000). “Development of an innovative connector system for fiber-reinforced polymer bridge decks to steel stringers,” NCHRP Stage I Rep., National Cooperative Highway Research Program, Washington, D.C.
Davalos, J. F., Qiao, P. Z., Xu, X. F., Robinson, J., and Barth, K. E.(2001). “Modeling and characterization of fiber-reinforced plastic honeycomb sandwich panels for highway bridge applications.” J. Compos. Struct., 52, 441–452.
Henderson, M. P., ed. (2000). “Evaluation of Salem Avenue bridge deck replacement.” Final Rep. Prepared for State of Ohio Department of Transportation, Ohio Department of Transportation, Columbus, Ohio.
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Meggers, D. Kansas Department of Transportation. 2000. “Fiber reinforced polymer bridge decks—The Kansas experience.” Rep. Prepared for the Kansas Department of Transportation (CD-ROM), Topeka, Kan.
Moon, F. L., Eckel, II, D. A., and Gillespie, Jr., J. W.(2002). “Shear stud connections for the development of composite action between steel girders and fiber reinforced polymer bridge decks.” J. Struct. Eng., 128(6), 762–770.
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Published In

Go to Journal of Composites for Construction
Journal of Composites for Construction
Volume 8Issue 4August 2004
Pages: 279 - 288

History

Received: Jun 11, 2002
Accepted: Jul 8, 2003
Published online: Jul 15, 2004
Published in print: Aug 2004

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Authors

Affiliations

Jennifer Righman
Graduate Research Assistant, West Virginia Univ., Morgantown, WV 26506.
Karl Barth
Associate Professor, West Virginia Univ., Morgantown, WV 26506.
Julio Davalos
Professor, West Virginia Univ., Morgantown, WV 26506.

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