Live-Load Analysis of a Curved I-Girder Bridge
Publication: Journal of Bridge Engineering
Volume 12, Issue 4
Abstract
Horizontally curved, steel girder bridges are often used in our modern infrastructural system. The curve in the bridge allows for a smother transition for traffic, which creates better road travel. However, some of the disadvantages of horizontally curved bridges are that they are more difficult to analyze, design, and sometimes construct in comparison to conventional straight bridges. This study focuses on a three-span, curved steel I-girder bridge which was tested under three boundary condition states to determine it’s response to live load. The measured live-load strains were used to calibrate a finite-element model. The finite-element design moments and distribution factors for the three condition states were then compared with the results based on the V-load method. These different boundary conditions provided the researchers a unique opportunity to evaluate the impact that these changes had on the bridges behavior. It was found that while the V-load method produced positive bending moments that were close to the finite-element moments for some of the girders, this was a result of the V-load moment being unconservative and the distribution factor being conservative.
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Acknowledgments
The writers would like to thank the Utah Department of Transportation, in particular Boyd Wheeler, and Blaine Leonard, Hamid Ghasemi, and Sheila Duwadi of the Federal Highway Administration; and USU Graduate students Bradley Crookston and Stephen Bott.
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Information & Authors
Information
Published In
Journal of Bridge Engineering
Volume 12 • Issue 4 • July 2007
Pages: 477 - 484
Copyright
© 2007 ASCE.
History
Received: Jun 6, 2005
Accepted: Jul 27, 2006
Published online: Jul 1, 2007
Published in print: Jul 2007
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