TECHNICAL PAPERS
Aug 16, 2004

Fatigue and Strength Performance of Concrete-Filled Steel-Grid Bridge Deck

Publication: Journal of Bridge Engineering
Volume 9, Issue 5

Abstract

The present paper reports on the results from a series of full-scale experimental tests carried out on concrete-filled steel-grid bridge deck assemblies. The testing focused on assessing the fatigue performance and ultimate strength response of a full-depth-overfilled concrete-filled steel-grid deck configuration. The results from the experimental testing program described herein are compared with the predicted deck responses as per the current AASHTO provisions contained in the LRFD and 16th edition specifications.

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References

American Association of State Highway and Transportation Officials (AASHTO). (1996). LFD bridge design specifications, 16th Ed., Washington, D.C.
American Association of State Highway and Transportation Officials (AASHTO). (1998). LRFD bridge design specifications, 2nd Ed., Washington, D.C.
Ahmadi, A. (1996). “Full scale test of half depth grid on Upper BuckeyeBridge to determine effective flange width, live load distribution, and grid deck stresses.” Bridge Grid Flooring Manufacturers Rep., Pittsburgh.
American Society for Testing and Materials (ASTM). (2000). “Standard practice for laboratory testing of bridge decks.” Stand. News 6275-98, Section 4.0., Vol. 4.03, West Conshohocken, Pa.
Baker, T. H. (1991). “Static and fatigue strength determination of design properties for grid bridge decks.” Vol. I, Rep. No. CE/ST 9, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, Pittsburgh.
Bridge Grid Flooring Manufacturers Association (BGFMA). (1992). Grid reinforced concrete bridge decks, Mount Pleasant, Pa.
Bridge Grid Flooring Manufacturers Association (BGFMA). (1999). Proposal for Pennsylvania Department of Transportation demonstration project, Mount Pleasant, Pa.
Klippstein, K. H. (1993). “Static and fatigue strength determination of design properties for grid bridge decks.” Vol. III, Rep. No. CE/ST 14, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, Pittsburgh.
Mangelsdorf, C. P. (1991). “Static and fatigue strength determination of design properties for grid bridge decks.” Vol. II, Rep. No. CE/ST 10, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, Pittsburgh.
Mangelsdorf, C. P. (1996). “Static and fatigue strength determination of design properties for grid bridge decks.” Vol. IV, Rep. No. CE/ST 10, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, Pittsburgh.
Mangelsdorf, C. P. (1998). “Fatigue resistance of a welded, filled 3 inch tee deck.” Rep. No. CE/ST Special Rep., Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, Pittsburgh.
Mertz, D. R., and Jurkovic, D. R. (1996). “Fatigue resistance of steel grid-reinforced concrete decks revisited.” Proc., Int. Bridge Conf. (CD-ROM), Engineering Society of Western Pennsylvania, Pittsburgh.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 9Issue 5September 2004
Pages: 435 - 443

History

Received: Sep 25, 2002
Accepted: Mar 24, 2003
Published online: Aug 16, 2004
Published in print: Sep 2004

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Authors

Affiliations

B. G. Claybaugh, A.M.ASCE
Designer—Structures Dept., SAI Consulting Engineering, Inc., 1400 Penn Ave., Ste. 101, Pittsburgh, PA 15222-4332.
C. J. Earls, M.ASCE
Associate Professor and William Kepler Whiteford Faculty Fellow, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, 949 Benedum Hall, Pittsburgh, PA 15261.
A. K. Ahmadi, M.ASCE
Dept. Manager—Structures, SAI Consulting Engineering, Inc., 1400 Penn Ave., Ste. 101, Pittsburgh, PA 15222-4332.

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