Chapter
Apr 4, 2017
Repairing Distortion-Induced Fatigue Cracking in a Seismically Retrofitted Steel Bridge: Field Test
Authors: Mehdi Motaleb [email protected], Nick Duong [email protected], Will Lindquist [email protected], and Riyadh Hindi [email protected]Author Affiliations
Publication: Structures Congress 2017
Abstract
Many steel bridges in the United States designed before the mid-1980s are highly susceptible to distortion-induced fatigue cracking. This vulnerability is substantially increased if the out-of-plane driving force caused by differential girder displacement is increased for any reason. This research examines one such case where a multi-girder steel bridge, originally built in the 1960s, was retrofitted to improve seismic performance. As part of the retrofit, single angle K-type cross frames were replaced with stiffer double-angle cross-type frames. This seismic retrofit led to an increase in the driving force, and after only a few years following the retrofit, numerous fatigue cracks were identified in the web-gap region. Repairs were implemented to provide a positive connection between the connection plate and the girder flange aimed to reduce the level of distortion in the web-gap. This study presents the results of two field tests, before and after repair, and investigates the efficacy of the repair implemented for the bridge.
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© 2017 American Society of Civil Engineers.
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Published online: Apr 4, 2017
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Graduate Student, Parks College of Aviation, Engineering and Technology, Saint Louis Univ., St. Louis, MO 63103. E-mail: [email protected]
Graduate Student, Parks College of Aviation, Engineering and Technology, Saint Louis Univ., St. Louis, MO 63103. E-mail: [email protected]
Assistant Professor, William Jewell College, Liberty, MO 64068. E-mail: [email protected]
Professor and Associate Dean, Graduate Education & Research, Parks College of Aviation, Engineering and Technology, Saint Louis Univ., St. Louis, MO 63103. E-mail: [email protected]
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