Experimental and Numerical Evaluation of the Postfracture Redundancy of a Simple Span Truss Bridge
Publication: Journal of Bridge Engineering
Volume 19, Issue 11
Abstract
The fracture critical (FC) classification was developed and implemented for bridges in which the failure of a single member could lead to failure or collapse of the structure. The FC classification can increase the fabrication cost of the bridge, but far more expensive are the required arms-length biennial in-service inspections. To reduce costs for state highway agencies, it would be beneficial to reconsider the FC designation or, at least, the frequency of the arms-length in-service inspections for bridges, where appropriate. This research evaluated (1) the redundancy of a full-scale 45.72-m (150-ft) truss bridge structure by conducting controlled fracture tests in the field and (2) the use of numerical analysis techniques for quantifying the postfracture behavior and redundancy of the full-scale truss bridge. The experimental results indicate that the truss bridge structure had significant member-level and system-level redundancies, which prevented failure or collapse of the structure caused by failure of the FC member. The numerical models can predict the postbehavior and redundancy of the full-scale truss bridge reasonably well, but with some limitations. The experimental and numerical approaches presented in this paper are recommended for conducting additional investigations, expanding the knowledge database, and eventually for reconsidering the FC classification or the frequency of arms-length inspections.
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Acknowledgments
The research team thanks the Federal Highway Administration for funding this study on the redundancy of built up trusses and the input from Dr. Justin Ocel. Additionally, the research team also acknowledges WALSH Construction for their cooperation in granting access to their construction site to perform this research and Omega Demolition for their assistance in testing. The also thank both the Indiana DOT and the Kentucky Transportation Cabinet for support throughout the research. Last, the research team thanks Michael Baker Corporation, and in particular Mr. Aaron Stover, for efforts in coordinating and assisting all aspects of the field testing work.
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© 2014 American Society of Civil Engineers.
History
Received: Sep 13, 2013
Accepted: Mar 10, 2014
Published online: Apr 11, 2014
Discussion open until: Sep 11, 2014
Published in print: Nov 1, 2014
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