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.
References
Akgül, F. (2002). “Lifetime system reliability prediction of multiple structure types in a bridge network.” Ph.D. thesis, Univ. of Colorado at Boulder, Boulder, CO.
Al-Wazeer, A. A. R. (2007). “Risk-based bridge management strategies.” Ph.D. dissertation, Univ. of Maryland, College Park, MD.
Augusti, G., Ciampoli, M., and Frangopol, D. M. (1998). “Optimal planning of retrofitting interventions on bridges in a highway network.” Eng. Struct., 20(11), 933–939.
Cambridge Systematics. (2009). Pontis release 4.5 technical manual, AASHTO, Washington, DC.
Cheng, T. J., and Pandey, M. D. (2012). “An accurate analysis of maintenance cost of structures experiencing stochastic degradation.” Struct. Infrastruct. Eng., 8(4), 329–339.
Estes, A. C., and Frangopol, D. M. (1999). “Repair optimization of highway bridges using system reliability approach.” J. Struct. Eng., 766–775.
Estes, A. C., and Frangopol, D. M. (2001). “Minimum expected cost-oriented optimal maintenance planning for deteriorating structures: Application to concrete bridge decks.” Reliab. Eng. Syst. Saf., 73(3), 281–291.
Frangopol, D. M. (1995). “Reliability-based optimum structural design.” Chapter 16 in probabilistic structural mechanics handbook, C. Sundararajan, ed., Chapman & Hall, New York, 352–387.
Frangopol, D. M. (2011). “Life-cycle performance, management, and optimization of structural systems under uncertainty: Accomplishments and challenges.” Struct. Infrastruct. Eng., 7(6), 389–413.
Frangopol, D. M., and Liu, M. (2007a). “Bridge network maintenance optimisation using stochastic dynamic programming.” J. Struct. Eng., 1772–1782.
Frangopol, D. M., and Liu, M. (2007b). “Maintenance and management of civil infrastructure based on condition, safety, optimisation, and life-cycle cost.” Struct. Infrastruct. Eng., 3(1), 29–41.
Fu, G., and Devaraj, D. (2008). Methodology of homogeneous and non-homogeneous Markov chains for modeling bridge element deterioration, Michigan DOT, Detroit, MI.
Fu, G., and Frangopol, D. M. (1990a). “Balancing weight, system reliability and redundancy in a multiobjective optimization framework.” Struct. Saf., 7(2–4), 165–175.
Fu, G., and Frangopol, D.M. (1990b). “Reliability-based vector optimization of structural systems.” J. Struct.Eng., 2143–2161.
Goldberg, D. E. (1989). Genetic algorithms in search, optimization, and machine learning, Addison-Wesley, New York.
Holland, J. (1992). “Genetic algorithms.” Sci. Am., 267(1), 15–21.
Liu, M., and Frangopol, D. M. (2005a). “Bridge annual maintenance prioritization under uncertainty by multiobjective combinatorial optimization.” Comput. Aided Civ. Infrastruct. Eng., 20(5), 343–353.
Liu, M., and Frangopol, D. M. (2005b). “Multiobjective maintenance planning optimization for deteriorating bridges considering condition, safety, and life-cycle cost.” J. Struct. Eng., 833–842.
Lounis, Z. (2006). “Risk-based maintenance optimization of aging highway bridge decks.” Adv. Eng. Struct. Mech. Constr. Solid Mech. Appl., 140, 723–734.
Marsh, P. S., and Frangopol, D. M. (2008). “Reinforced concrete bridge deck reliability model incorporating temporal and spatial variations of probabilistic corrosion rate sensor data.” Reliab. Eng. Syst. Saf., 93(3), 394–409.
Mathworks. (2012). MATLAB user’s guide, Natick, MA.
Neves, L. C., Frangopol, D. M., and Cruz, P. J. (2006a). “Probabilistic lifetime-oriented multiobjective optimization of bridge maintenance: Single maintenance type.” J. Struct. Eng., 991–1005.
Neves, L. C., Frangopol, D. M., and Petcherdchoo, A. (2006b). “Probabilistic lifetime-oriented multiobjective optimization of bridge maintenance: Combination of maintenance types.” J. Struct. Eng., 1821–1834.
Okasha, N. M., and Frangopol, D. M. (2010a). “Novel approach for multi-criteria optimization of life-cycle preventive and essential maintenance of deteriorating structures.” J. Struct. Eng., 1009–1022.
Okasha, N. M., and Frangopol, D. M. (2010b). “Redundancy of structural systems with and without maintenance: An approach based on lifetime functions.” Reliab. Eng. Syst. Saf., 95(5), 520–533.
Okasha, N. M., and Frangopol, D. M. (2010c). “Time-variant redundancy of structural systems.” Struct. Infrastruct. Eng., 6(1–2), 279–301.
Robelin, C.-A., and Madanat, S. A. (2007). “History-dependent bridge deck maintenance and replacement optimization with Markov decision processes.” J. Infrastruct. Syst., 195–201.
Saydam, D., and Frangopol, D. M. (2011). “Time-dependent performance indicators of damaged bridge superstructures.” Eng. Struct., 33(9), 2458–2471.
Saydam, D., Frangopol, D. M., and Dong, Y. (2013). “Assessment of risk using bridge element condition ratings.” J. Infrastruct. Syst., 252–265.
Thompson, P. D., Small, E. P., Johnson, M., and Marshall, A. R. (1998). “The Pontis Bridge management system.” Struct. Eng. Int., 8(4), 303–308.
Yang, S.-I., Frangopol, D. M., Kawakami, Y., and Neves, L. C. (2006a). “The use of lifetime functions in the optimization of interventions on existing bridges considering maintenance and failure costs.” Reliab. Eng. Syst. Saf., 96(6), 698–705.
Yang, S.-I., Frangopol, D. M., and Neves, L. C. (2006b). “Optimum maintenance strategy for deteriorating structures using lifetime functions.” Eng. Struct., 28(2), 196–206.
Zhu, B., and Frangopol, D. M. (2013). “Risk-based approach for optimum maintenance of bridges under traffic and earthquake loads.” J. Struct. Eng., 422–434.
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© 2014 American Society of Civil Engineers.
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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