TECHNICAL PAPERS
May 1, 2009

Analytical and Experimental Investigation of Bridge Girder Shear Distribution Factors

Publication: Journal of Bridge Engineering
Volume 14, Issue 3

Abstract

Tests on twelve bridges (six along Interstate 55 and six along Interstate 70270 in Illinois) were performed to determine the validity of certain provisions for calculating bearing forces in the load and resistance factor design (LRFD) and the load factor design bridge specifications. The bridges were selected to be typical of Illinois interstate highway bridges and maintain a range of parameters to study. These bridges were instrumented on their beam webs with three strain gauge rosettes installed on each beam to measure shear stresses caused by loads. Static tests and slow moving 8 km/h (5mi/h) tests with a loaded truck in specified locations were performed. Dynamic tests at highway speeds were also completed. Finite-element models were developed and compared to the test results. The study shows that the LRFD specification procedures closely approximate the shear distribution factors determined by finite-element analysis and testing.

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Acknowledgments

This project could not have been accomplished without the support and hard work of several students from Southern Illinois University–Edwardsville: Ben Erschen, Mark Hanselman, Ashlee Keller, Nawin Khatri, Ashleigh Komnick, Lalit Maharjan, Jewel Shrestha, and Rajesh Shrestha. The writers are also indebted to the IDOT Technical Review Panel, chaired by Tom Domagalski, S. E., of the Bureau of Bridge Design. This work was supported primarily by the Illinois Department of Transportation and the Federal Highway Administration under their research programs. Any opinions, findings and conclusions, or recommendations expressed in this material are those of the writers and do not necessarily reflect those of the Illinois Department of Transportation, or the Federal Highway Administration.

References

American Association of State Highway and Transportation Officials (AASHTO). (2002). AASHTO LFD bridge design specifications, customary U.S. units, 17th Ed., Washington, D.C.
American Association of State Highway and Transportation Officials (AASHTO). (2008). AASHTO LRFD bridge design specifications, customary U.S. units, 4th Ed., Washington, D.C.
Cross, B., Panahshahi, N., Vaughn, B., Petermeier, D., and Siow, Y. (2006). “Investigation of select LRFD design factors through instrumentation of bridge bearings.” Physical Research Rep. No. 152, Illinois Dept. of Transportation, Springfield, Ill., ⟨http://www.dot.il.gov/materials/research/pdf/prr152.exe⟩ (June 2006).
Eom, J., and Nowak, A. S. (2001). “Live load distribution for steel girder bridges.” J. Bridge Eng., 6(6), 489–497.
Illinois Department of Transportation (IDOT). (2006). Bridge manual, Bureau of Bridges and Structures, Springfield, Ill.
National Cooperative Highway Research Program (NCHRP). (1992). “Distribution of wheel loads on highway bridges.” Rep. No., 12-26, Washington, D.C.
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Neville, A. M., and Brooks, J. J. (1987). Concrete technology, Wiley, New York.
Rensing, J. (2001). “LRFD vs. LFD: A comparative investigation of a five-span composite superstructure.” Master of Science Research Paper, Southern Illinois Univ.–Edwardsville, Edwardsville, Ill.
Uehle, J. (1999). “Comparison of ASD/LFD and LRFD design of steel bridge superstructures.” Master of Science Research Paper, Southern Illinois Univ.–Edwardsville, Edwardsville, Ill.
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Zokaie, T. (2000), “AASHTO-LRFD live load distribution specifications.” J. Bridge Eng., 5(2), 131–138.
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Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 14Issue 3May 2009
Pages: 154 - 163

History

Received: Feb 7, 2007
Accepted: Nov 19, 2008
Published online: May 1, 2009
Published in print: May 2009

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Authors

Affiliations

Brad Cross, M.ASCE
P.E., S.E.
Professor, Dept. of Civil Engineering, Southern Illinois Univ.–Edwardsville, Edwardsville, IL 62026-1800.
Brent Vaughn, M.ASCE
P.E.
Laboratory Specialist and Lecturer, Dept. of Civil Engineering, Southern Illinois Univ.–Edwardsville, Edwardsville, IL 62026-1800.
Nader Panahshahi, M.ASCE
Professor, Dept. of Civil Engineering, Southern Illinois Univ.–Edwardsville, Edwardsville, IL 62026-1800.
David Petermeier, M.ASCE
P.E., S.E.
Associate, Modjeski and Masters, Edwardsville, IL 62026.
Yuen Shuenn Siow, M.ASCE
P.E., S.E.
Structural Engineer, Modjeski and Masters, Edwardsville, IL 62026.
Thomas Domagalski
P.E., S.E.
Structural Engineer, Bureau of Bridge Design, Illinois Dept. of Transportation, Springfield, IL 62764.

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