Case Studies
Oct 15, 2013

Field Validation of a Statistical-Based Bridge Damage-Detection Algorithm

Publication: Journal of Bridge Engineering
Volume 18, Issue 11

Abstract

This paper describes a field validation of a second-generation, statistical-based damage-detection algorithm and its ability to detect actual damage in bridges accurately. The algorithm had been theoretically validated previously. For the field tests, in lieu of introducing damage to a public bridge, two sacrificial specimens that simulated damage-sensitive locations of the bridge were mounted on the bridge, and different types and levels of damage in the form of cracks and simulated corrosion were induced in the specimens. Using strain data collected from sensors on the sacrificial specimens and on the bridge, the algorithm correctly identified the damage. Analysis of data from sensors far away from the damaged area revealed a relatively high false-positive rate.

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Acknowledgments

The authors thank the Iowa DOT for funding this work. The authors also thank the staff of the Iowa DOT Office of Bridges and Structures and, specifically, Ahmad Abu-Hawash and Bruce Brakke for their interest in and help with this developmental work. Other contributing members of the Iowa State team, whose field assistance made this work possible, are Travis Hosteng and Doug Wood.

References

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Lu, P. (2008). “A statistical based damage detection approach for highway bridge structural health monitoring.” Doctoral dissertation, Iowa State Univ., Ames, IA.
Olund, J., and DeWolf, J. (2007). “Passive structural health monitoring of Connecticut’s bridge infrastructure.” J. Infrastruct. Syst., 13(4), 330–339.
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Phares, B. M., Wipf, T. J., Ping, L., Greiman, L., and Pohlkamp, M. (2011). “An experimental validation of a statistical-based damage-detection approach.” Rep. No. InTrans Project 08-336, Bridge Engineering Center, Iowa State Univ., Ames, IA.
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Wipf, T. J., Phares, B. M., and Doornink, J. D. (2007). “Monitoring the structural condition of fracture-critical bridges using fiber optic technology.” Rep. No. IHRB Project TR-493, Center for Transportation Research and Education, Iowa State Univ., Ames, IA.
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Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 18Issue 11November 2013
Pages: 1227 - 1238

History

Received: Feb 16, 2012
Accepted: Jan 14, 2013
Published online: Oct 15, 2013
Published in print: Nov 1, 2013

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Authors

Affiliations

Brent Phares [email protected]
P.E.
Director, Bridge Engineering Center, Institute for Transportation, Iowa State Univ., Ames, IA 50010-8664 (corresponding author). E-mail: [email protected]
P.E.
Bridge Engineer, Iowa Dept. of Transportation, Ames, IA 50010. E-mail: [email protected]
P.E.
Chair and Professor, Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ., Ames, IA 50010-8664; and Associate Director, Bridge Engineering Center, Institute for Transportation, Iowa State Univ., Ames, IA 50010-8664. E-mail: [email protected]
Lowell Greimann [email protected]
P.E.
Professor, Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ., Ames, IA 50010-8664. E-mail: [email protected]
Postdoctoral Researcher, Dept. of Civil, Construction, and Environmental Engineering, Iowa State Univ., Ames, IA 50010-8664. E-mail: [email protected]

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