TECHNICAL PAPERS
Feb 6, 2010

Novel Approach for Multicriteria Optimization of Life-Cycle Preventive and Essential Maintenance of Deteriorating Structures

Publication: Journal of Structural Engineering
Volume 136, Issue 8

Abstract

In this paper, the performance of structures is modeled using lifetime functions. Specifically, the unavailability and redundancy are used as performance indicators, based on which optimum maintenance strategies are sought. Models that reflect the separate or combined effects of essential and preventive maintenance on the unavailability are presented. A novel optimization approach is proposed in which the problem is formulated to provide optimum maintenance strategies with either or both essential and preventive maintenance actions. Genetic algorithms are used to solve this problem. In this paper, multiple essential maintenance types and multiple preventive maintenance types are considered, and regular or irregular preventive maintenance time-intervals are considered. Furthermore, essential maintenance is treated as performance-based, i.e., essential maintenance is only applied when a performance threshold is reached, and an algorithm is proposed for conducting the optimization under uncertainty. Although applicable to any type of structure, the proposed approach is illustrated on a highway bridge example.

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Acknowledgments

The support from (1) the National Science Foundation through Grant Nos. NSFCMS-0638728 and NSFCMS-0639428; (2) the Commonwealth of Pennsylvania, Department of Community and Economic Development, through the Pennsylvania Infrastructure Technology Alliance (PITA); (3) the U.S. Federal Highway Administration Cooperative Agreement Award No. UNSPECIFIEDDTFH61-07-H-00040; and (4) the U.S. Office of Naval Research Contract No. UNSPECIFIEDN00014-08–1-0188 is gratefully acknowledged. The opinions and conclusions presented in this paper are those of the writers and do not necessarily reflect the views of the sponsoring organizations.

References

Akgül, F., and Frangopol, D. M. (2004). “Computational platform for predicting lifetime system reliability profiles for different structure types in a network.” J. Comput. Civ. Eng., 18(2), 92–104.
Ang, A. H.-S., and Tang, W. H. (1984). Probability concepts in engineering planning and design: Decision, risk and reliability, Vol. II, Wiley, New York.
Ciampoli, M., and Ellingwood, B. R. (2002). “Probabilistic methods for assessing current and future performance of concrete structures in nuclear power plants.” Mater. Struct., 35(1), 3–14.
Deb, K. (2001). Multi-objective optimization using evolutionary algorithms, Wiley, New York.
Deb, K., Pratap, A., Agrawal, S., and Meyarivan, T. (2002). “A fast and elitist multiobjective genetic algorithm: NSGA-II.” IEEE Trans. Evol. Comput., 6(2), 182–197.
Enright, M. P., and Frangopol, D. M. (1998). “Failure time prediction of deteriorating fail-safe structures.” J. Struct. Eng., 124(12), 1448–1457.
Estes, A. C. (1997). “A system reliability approach to the lifetime optimization of inspection and repair of highway bridges.” Ph.D. thesis, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado at Boulder, Boulder, Colo.
Estes, A. C., and Frangopol, D. M. (1999). “Repair optimization of highway bridges using system reliability approach.” J. Struct. Eng., 125(7), 766–775.
Frangopol, D. M. (2010). “Life-cycle performance, management, and optimization of structural systems under uncertainty: Accomplishments and challenges.” Struct. Infrastruct. Eng., posted online ahead of print May 11, 2010.
Frangopol, D. M., Kong, J. S., and Gharaibeh, E. S. (2001). “Reliability-based life-cycle management of highway bridges.” J. Comput. Civ. Eng., 15(1), 27–34.
Frangopol, D. M., Lin, K. -Y., and Estes, A. C. (1997). “Life-cycle cost design of deteriorating structures.” J. Struct. Eng., 123(10), 1390–1401.
Frangopol, D. M., and Liu, M. (2007). “Maintenance and management of civil infrastructure based on condition, safety, optimization and life-cycle cost.” Struct. Infrastruct. Eng., 3(1), 29–41.
Frangopol, D. M., and Okasha, N. M. (2008). “Life-cycle performance and redundancy of structures.” Proc., 6th Int. Probabilistic Workshop, C. -A. Graubner, H. Schmidt, and D. Proske, eds., Technische Universität Darmstadt, Germany, 1–14.
Frangopol, D. M., and Okasha, N. M. (2009). “Redundancy of structural systems based on survivor functions.” Proc., 2009 Structures Congress: Don’t Mess with Structural Engineers SEI-ASCE (CD-ROM), L. Griffiths, T. Helwig, M. Waggoner, and M. Hoit, eds., ASCE, Reston, Va., 1781–1790.
Furuta, H., Kameda, T., Fukuda, Y., and Frangopol, D. M. (2004). “Life-cycle cost analysis for infrastructure systems: Life-cycle cost vs. safety level vs. service life.” Life-cycle performance of deteriorating structures: Assessment, design and management, D. M. Frangopol, E. Brühwiler, M. H. Faber, and B. Adey, eds., ASCE, Reston, Va., 19–25.
Goldberg, D. E. (1989). Genetic algorithms in search, optimization and machine learning, Addison-Wesley, Reading, Mass.
Hoyland, A., and Rausand, M. (1994). System reliability theory: Models and statistical methods, Wiley-Interscience, New York.
Klaassen, K. B., and van Peppen, J. C. L. (1989). System reliability: Concepts and applications, Edward Arnold, New York.
Kong, J. S., and Frangopol, D. M. (2003). “Life-cycle reliability based maintenance cost optimization of deteriorating structures with emphasis on bridges.” J. Struct. Eng., 129(6), 818–828.
Leemis, L. M. (1995). Reliability, probabilistic models and statistical methods, Prentice-Hall, Englewood Cliffs, N.J.
Liu, C., Hammad, A., and Itoh, Y. (1997). “Multiobjective optimization of bridge deck rehabilitation using a genetic algorithm.” Comput. Aided Civ. Infrastruct. Eng., 12(6), 431–443.
Liu, M., and Frangopol, D. M. (2004). “Probabilistic maintenance prioritization for deteriorating bridges using a multiobjective genetic algorithm.” Proc., 9th ASCE Specialty Conf. on Probabilistic Mechanics and Structural Reliability, ASCE, Reston, Va.
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., 131(5), 833–842.
Maunsell Ltd. (1999). “Serviceable life of highway structures and their components.” Final Rep., Birmingham Highways Agency, London.
Miyamoto, A., Kawamura, K., and Nakamura, H. (2000). “Bridge management system and maintenance optimization for existing bridges.” Comput. Aided Civ. Infrastruct. Eng., 15(1), 45–55.
Mori, Y., and Ellingwood, B. R. (1993). “Reliability-based service life assessment of aging concrete structures.” J. Struct. Eng., 119(5), 1600–1621.
Mori, Y., and Ellingwood, B. R. (1994a). “Maintaining reliability of concrete structures. I: Role of inspection/repair.” J. Struct. Eng., 120(3), 824–845.
Mori, Y., and Ellingwood, B. R. (1994b). “Maintaining reliability of concrete structures. II: Optimum inspection/repair.” J. Struct. Eng., 120(3), 846–862.
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., 132(6), 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., 132(11), 1821–1834.
Okasha, N. M., and Frangopol, D. M. (2009). “Lifetime-oriented multi-objective optimization of structural maintenance considering system reliability, redundancy and life-cycle cost using GA.” Struct. Safety, 31(6), 460–474.
Okasha, N. M., and Frangopol, D. M. (2010a). “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. (2010b). “Time-variant redundancy of structural systems.” Struct. Infrastruct. Eng., 6(1–2), 279–301.
Ramakumar, R. (1993). Engineering reliability: Fundamentals and applications, 1st Ed., Prentice-Hall, Englewood Cliffs, N.J.
Yang, S. -I., Frangopol, D. M., and Neves, L. C. (2006). “Optimum maintenance strategy for deteriorating structures based on lifetime functions.” Eng. Struct., 28(2), 196–206.

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Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 136Issue 8August 2010
Pages: 1009 - 1022

History

Received: Nov 11, 2008
Accepted: Feb 1, 2010
Published online: Feb 6, 2010
Published in print: Aug 2010

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Authors

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Nader M. Okasha, S.M.ASCE [email protected]
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, ATLSS Center, 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, ATLSS Center, Lehigh Univ., 117 ATLSS Dr., Bethlehem, PA 18015-4729 (corresponding author). E-mail: [email protected]

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