Technical Papers
Jul 11, 2014

Risk-Based Maintenance Optimization of Deteriorating Bridges

Publication: Journal of Structural Engineering
Volume 141, Issue 4

Abstract

Risk-based performance measures integrate probability of component or system failure with the consequences of this event. In this paper, a novel risk-based maintenance optimization methodology for deteriorating bridges to find the optimum maintenance options and their timing is proposed. Finding the optimum maintenance types and schedule for different components of bridges is formulated as a multicriteria optimization in which the lifetime maximum value of expected losses associated with failure and the lifetime total expected maintenance cost are considered as the conflicting objectives. The risk-based maintenance approach accounts for different deterioration levels of bridge components and consequences of both component failure and system failure. The methodology is illustrated on a bridge superstructure. The effects of considered life span of the structure and availability of maintenance options on optimum solutions are also investigated.

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Acknowledgments

The support from (a) the National Science Foundation through Grant CMS-0639428, (b) the Commonwealth of Pennsylvania, Department of Community and Economic Development, through the Pennsylvania Infrastructure Technology Alliance (PITA), (c) the U.S. Federal Highway Administration Cooperative Agreement Award DTFH61-07-H-00040, and (d) the U.S. Office of Naval Research through Contracts N 00014-08-1-0188 and N 00014-12-1-0023 is gratefully acknowledged. The computational help received from Ph.D. candidate You Dong is also gratefully acknowledged. The opinions and conclusions presented in this paper are those of the authors and do not necessarily reflect the views of the sponsoring organizations.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 141Issue 4April 2015

History

Received: Mar 7, 2013
Accepted: Jan 27, 2014
Published online: Jul 11, 2014
Discussion open until: Dec 11, 2014
Published in print: Apr 1, 2015

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Authors

Affiliations

Duygu Saydam, M.ASCE [email protected]
Engineering Associate, Paul C. Rizzo Associates, Inc., 500 Penn Center Blvd., Penn Center East, Suite 100, Pittsburgh, PA 15235; formerly, Graduate Research Assistant, Ph.D. Candidate, Dept. of Civil and Environmental Engineering, Engineering Research Center for Advanced Technology for Large Structural Systems, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015-4729. E-mail: [email protected]
Dan M. Frangopol, Dist.M.ASCE [email protected]
Professor and the Fazlur R. Khan Endowed Chair of Structural Engineering and Architecture, Dept. of Civil and Environmental Engineering, Engineering Research Center for Advanced Technology for Large Structural Systems (ATLSS Center), Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015-4729 (corresponding author). E-mail: [email protected]

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