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.
Get full access to this article
View all available purchase options and get full access to this article.
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
Copyright
Copyright © 2004 American Society of Civil Engineers.
History
Received: Sep 25, 2002
Accepted: Mar 24, 2003
Published online: Aug 16, 2004
Published in print: Sep 2004
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.