Technical Papers
Sep 12, 2016

Drag Coefficients for Construction-Stage Stability Analysis of Bridge Girders under Wind Loading

Publication: Journal of Bridge Engineering
Volume 22, Issue 1

Abstract

Lateral wind loads often control the stability of bridge girders during construction stages in which the deck is not yet structurally effective. In this study, the key objectives were to experimentally quantify aerodynamic wind-load coefficients (drag, lift, and torque) for common bridge girder shapes and to quantify shielding effects arising from aerodynamic interference between adjacent girders. Wind tunnel tests were performed on reduced-scale models of built-up steel plate girders and prestressed concrete Florida I-beams (FIBs). Aerodynamic properties were measured for individual girder cross-sectional shapes and for systems of multiple adjacent girders (tested both with and without bridge deck formwork in place). Results from the wind tunnel tests, which revealed negative drag coefficients at selected downstream girder positions, were synthesized into simplified wind-loading cases suitable for use in bridge design. Wind-load cases were separately developed for assessing overall multigirder system stability and for determining the required strength of girder bracing between individual girders.

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Acknowledgments

The authors thank the Florida Department of Transportation (FDOT) for providing the financial support, under Contracts BDK 75 TWO-977-33 and BDK 75-977-70, that made this study possible. The authors also thank Dr. J. Peter C. King and Dr. Lingzhe Kong, of the Boundary Layer Wind Tunnel Laboratory at the University of Western Ontario, for the guidance and expertise they provided that extended beyond contracted wind tunnel testing services.

References

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Consolazio, G., Gurley, K., and Harper, Z. (2013). “Bridge girder drag coefficients and wind-related bracing recommendations.” Structures Research Rep. No. 2013/87322, Univ. of Florida, Gainesville, FL. 〈http://www.consolazio.essie.ufl.edu/doc/UF-report-2013-87322.pdf〉.
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Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 22Issue 1January 2017

History

Received: Oct 9, 2015
Accepted: Jul 15, 2016
Published online: Sep 12, 2016
Published in print: Jan 1, 2017
Discussion open until: Feb 12, 2017

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Authors

Affiliations

Zachary S. Harper
Project Engineer, Quest Structures, 3 Altarinda Rd., Suite 203, Orinda, CA 94563.
Samuel T. Edwards
Graduate Engineer, Walter P. Moore, 201 East Kennedy Blvd., Suite 300, Tampa, FL 33602-5823.
Associate Professor, Engineering School of Sustainable Infrastructure & Environment, Dept. of Civil & Coastal Engineering, Univ. of Florida, P.O. Box 116580, Gainesville, FL 32611 (corresponding author). ORCID: https://orcid.org/0000-0001-8138-1703. E-mail: [email protected]
Kurtis R. Gurley, M.ASCE
Associate Professor, Engineering School of Sustainable Infrastructure & Environment, Dept. of Civil & Coastal Engineering, Univ. of Florida, P.O. Box 116580, Gainesville, FL 32611.

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