TECHNICAL PAPERS
Jul 16, 2010

Cost-Effective Lifetime Structural Health Monitoring Based on Availability

Publication: Journal of Structural Engineering
Volume 137, Issue 1

Abstract

The state of a structural system subjected to deterioration processes is changing continuously. This state cannot be reliably predicted without considering both aleatory and epistemic uncertainties. To reduce the epistemic uncertainty, inspection and structural health monitoring (SHM) should be performed, and the performance prediction model should be updated periodically. Continuous monitoring is needed to reliably assess and predict the performance of structures. However, due to limited financial resources, continuous monitoring is not practical. Therefore, a cost-effective SHM strategy is necessary. In this paper, the probability that the performance prediction model based on monitoring data is usable in the future is computed by using the statistics of extremes and availability theory. This probability represents the availability of the monitoring data over nonmonitoring periods. The monitoring cost and availability can be found by solving a biobjective optimization problem. This problem consists in simultaneously minimizing the total monitoring cost and maximizing the availability of the monitoring data for performance prediction. Pareto solutions associated with monitoring duration and prediction duration are obtained. The proposed approach is applied to an existing bridge.

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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. ONRN00014-080-1-0188 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

Ang, A. H.-S., and Tang, W. H. (1984). Probability concepts in engineering planning and design, Vol. II, Wiley, New York.
Deb, K., Pratap, A., Agarwal, S., and Meyarivan, T. (2002). “A fast elitist multiobjective genetic algorithm: NSGA-II.” IEEE Trans. Evol. Comput., 6(2), 182–197.
Frangopol, D. M. (2010). “Life-cycle performance, management, and optimization of structural systems under uncertainty: Accomplishments and challenges.” Struct. Infrastruct. Eng., to be published.
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., 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 Messervey, T. B. (2007). “Risk assessment for bridge decision making.” Proc., 4th Civil Engineering Conf. in the Asian Regions, CECAR, Taipei, Taiwan, 37–42.
Frangopol, D. M., and Messervey, T. B. (2009). “Maintenance principles for civil structures.” Encyclopedia of structural health monitoring, Chap. 89, Vol. 4, C. Boller, F-K. Chang, and Y. Fujino, eds., Wiley, Chicester, U.K., 1533–1562.
Frangopol, D. M., Strauss, A., and Kim, S. (2008a). “Bridge reliability assessment based on monitoring.” J. Bridge Eng., 13(3), 258–270.
Frangopol, D. M., Strauss, A., and Kim, S. (2008b). “Use of monitoring extreme data for the performance prediction of structures: General approach.” Eng. Struct., 30(12), 3644–3653.
Ghosn, M., Moses, F., and Frangopol, D. M. (2010). “Redundancy and robustness of highway bridge superstructures and substructures.” Struct. Infrastruct. Eng., 6(1–2), 257–278.
Gumbel, E. J. (1958). Statistics of extremes, Columbia University Press, New York.
Kim, S., and Frangopol, D. M. (2010). “Optimal planning of structural performance monitoring based on reliability importance assessment.” Probab. Eng. Mech., 25(1), 86–98.
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.
Liu, M., and Frangopol, D. M. (2004). “Optimal bridge maintenance planning based on probabilistic performance prediction.” Eng. Struct., 26(7), 991–1002.
Mahmoud, H. N., Connor, R. J., and Bowman, C. A. (2005). “Results of the fatigue evaluation and field monitoring of the I-39 Northbound Bridge over the Wisconsin River.” ATLSS Rep. No. 05-04, Lehigh Univ., Bethlehem, Pa.
Meo, M., and Zumpano, G. (2005). “On the optimal sensor placement techniques for a bridge structure.” Eng. Struct., 27(10), 1488–1497.
Neves, L. C., Frangopol, D. M., and Cruz, P. J. S. (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 type.” J. Struct. Eng., 132(11), 1821–1834.
Okasha, N. M., and Frangopol, D. M. (2010). “Time-variant redundancy of structural systems.” Struct. Infrastruct. Eng., 6(1–2), 279–301.
Peil, U. (2005). “Assessment of bridges via monitoring.” Struct. Infrastruct. Eng., 1(2), 101–117.
Rosenkrantz, W. A. (1997). Introduction to probability and statistics for scientists and engineers, McGraw-Hill, New York.
Shi, Z. Y., Law, S. S., and Zhang, L. M. (2000). “Optimum sensor placement for structural damage detection.” J. Eng. Mech., 126(11), 1173–1179.
Strauss, A., Frangopol, D. M., and Kim, S. (2008). “Use of monitoring extreme data for the performance prediction of structures; Bayesian updating.” Eng. Struct., 30(12), 3654–3666.
Worden, K., and Burrows, A. P. (2001). “Optimal sensor placement for fault detection.” Eng. Struct., 23(8), 885–901.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 137Issue 1January 2011
Pages: 22 - 33

History

Received: Aug 26, 2008
Accepted: Jul 13, 2010
Published online: Jul 16, 2010
Published in print: Jan 2011

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Authors

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

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