TECHNICAL PAPERS
Sep 1, 2008

Full-Scale Test and Analysis of a Curved Steel-Box Girder Bridge

Publication: Journal of Bridge Engineering
Volume 13, Issue 5

Abstract

Since the first edition of the AASHTO Guide Specifications for Horizontally Curved Steel Girder Highway Bridges was published in 1980, there have been two more editions including many revisions to the specifications. Some changes were based on valid research results and others were based on limited or uncertain research results and information. The current edition of the specifications contains provisions that may result in unreasonably conservative load capacity ratings. In this paper, the results of field tests and analyses conducted on the Veterans’ Memorial curved steel-box girder bridge are discussed. Test and analytical results show: (1) current AASHTO guide specifications regarding the first transverse stiffener spacing at the simple end support of a curved girder may be too conservative for bridge load capacity ratings; (2) current AASHTO guide specifications may greatly overestimate the dynamic loadings of curved box girder bridges with long span lengths; and (3) a plane grid finite-element model of about 20 elements per span in the longitudinal direction can be used to analyze curved multigirder bridges with external bracings located only over supports. The research results are instructive and applicable to bridge design and bridge load-rating activities.

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Acknowledgments

The writer would like to express his sincere appreciation to Mr. Marc Ansley, P.E., Mr. Garry Roufa, P.E., Mr. John Previte, P.E., and Dr. Hu, for their valuable comments and support received during the research. Gratitude is also extended to the FDOT Structures Research Center staff: Mr. Frank Cobb, Mr. Tony Johnston, Mr. Stephen Eudy, Mr. Paul Tighe, and Mr. David Allen for their hard work in the instrumentation, testing, data collection, and drawing some figures contained in this paper. The opinions and conclusions expressed in this paper are those of the writer and are not necessarily those of the Florida Department of Transportation.

References

AASHTO. (1993). Guide specifications for horizontally curved highway bridges, AASHTO, Washington, D.C.
AASHTO. (2003). Guide specifications for horizontally curved highway bridges, AASHTO, Washington, D.C.
AASHTO and the American Welding Society (AASHTO/AWS). (1990). Bridge welding code, AASHTO, Washington, D.C.
Heins, C. P., and Firmage, D. A. (1979). Design of modern steel highway bridges, Wiley, New York.
Heins, C. P., and Lee, W. H. (1981). “Curved box-girder bridge: Field test.” J. Struct. Div., 107(2), 317–327.
Huang, D. Z. (2001). “Dynamic analysis of steel curved box girder bridges.” J. Bridge Eng., 6(6), 506–517.
Huang, D. Z. (2004). “Field test and rating of Arlington curved steel box girder bridge.” Transportation Research Record. 1892, Transportation Research Board, Washington, D.C.
Huang, D. Z. (2005). “Dynamic test and analysis of curved steel box girder bridges.” Transportation Research Record. 1928, Transportation Research Board, Washington, D.C.
Huang, D. Z., Ansley, M., and Roufa, G. (2004). “Bridge test report—Veteran’s Memorial Bridge.” Rep. No. SRC-H001-04, Florida Department of Transportation, Structures Research Center, Tallahassee, Fla.
Huang, D. Z., and Wang, T. L. (1995). “Dynamic behavior of horizontally curved I-girder bridges.” Comput. Struct., 57(4), 703–714.
Huang, D. Z., Wang, T. L., and Shahawy, M. (1998). “Vibration of horizontally curved box girder bridges due to vehicles.” Comput. Struct., 68, 513–528.
Li, G. H., Xiang, H. F., Si, D., Fen, L. C., and Huang, D. Z. (1992). Stability and vibration of bridge structures, Railway Publishing House, Beijing.

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Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 13Issue 5September 2008
Pages: 492 - 500

History

Received: Nov 17, 2006
Accepted: Dec 10, 2007
Published online: Sep 1, 2008
Published in print: Sep 2008

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Authors

Affiliations

Dongzhou Huang, M.ASCE
P.E.
Consulting Engineer, PBS&J, Inc., 5300 W. Cypress St., Suite 300, Tampa, FL 33607; and Professor, Dept. of Civil and Architectural Eng., Fuzhou Univ., 350002 Fuzhou, China. E-mail: [email protected]; [email protected]

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