Technical Papers
Nov 19, 2011

Markovian Bridge Maintenance Planning Incorporating Corrosion Initiation and Nonlinear Deterioration

Publication: Journal of Bridge Engineering
Volume 18, Issue 3

Abstract

For some materials, such as RC, there is an initiation phase of deterioration where aggressive agents such as chlorides diffuse into the concrete cover. It is necessary to model this initiation time when attempting to determine the optimal maintenance strategy for the lifetime cost associated with a structure. It has been recommended in the literature that Markov chain models should be further improved within maintenance management systems to take initiation time into consideration. Many existing bridge management systems (BMSs), such as BRIDGIT and Pontis, use Markovian-based maintenance management to simulate the propagation phase of deterioration and repair of structures over time. It is therefore useful to continue this progress through incorporation of an initiation phase in relation to the development of Markovian-based maintenance management, which can lead to an improvement in BMSs that are already in place. The incorporation of the initiation phase into deterioration modeling can affect the frequency of inspections, repairs, and failures and hence the expected cost over the remaining lifetime of the structure. On this basis, this issue was addressed as part of this study. A maintenance management model has been further developed to take this two-step deterioration process (i.e., initiation and propagation) into account. This allows owners/managers of bridges to compare the efficiency of different maintenance strategies in terms of both the initiation phase and the propagation phase of deterioration to determine the optimal maintenance strategy for the structure or group of structures being considered. The capabilities of the developed methodology are demonstrated using a practical example.

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References

Adey, B., Bernard, O., and Gérard, B. (2003). “Risk-based replacement strategies for deteriorating reinforced concrete pipes.” Proc., 2nd Int. RILEM Workshop on Life Prediction and Aging Management of Concrete Structures, RILEM Publications, Bagneux, France 373–382.
Cesare, M. A., Santamarina, C., Turkstra, C., and Vanmarcke, E. H. (1992). “Modelling bridge deterioration with Markov chains.” J. Transp. Eng., 118(6), 820–833.
Chung, H., Manuel, L., and Frank, K. H. (2006). “Optimal inspection scheduling of steel bridges using non-destructive testing techniques.” J. Bridge Eng., 11(3), 305–319.
Corotis R. B., Ellis J. H., and Jiang M. (2005). “Modeling of risk-based inspection, maintenance and life-cycle cost with partially observable Markov decision processes.” Struct. Infrastruct. Eng., 1(1), 75–84.
Dhir, R. K., Jones, M. R., and McCarthy, M. J. (1994). “PFA concrete: Chloride-induced reinforcement corrosion.” Mag. Concr. Res., 46(169), 269–277.
Downey, S., Sheils, E., and O’Connor, A. (2013). “The effect of blended cements on corrosion induced cracking.” Cement Concr. Res., in press.
Duffy, L. (2004). “Development of Eirspan: Ireland’s bridge management system.” Proc. ICE Bridge Eng., 157(3), 139–146.
Estes, A. C., and Frangopol, D. M. (2001). “Bridge lifetime system reliability under multiple limit states.” J. Bridge Eng., 6(6), 523–528.
Frangopol, D. M., Kong, J. S., and Gharaibeh, E. S. (2001). “Reliability-based life-cycle management of highway bridges.” J. Comput. Civ. Eng., 12(1), 27–34.
Hussain, S. E., and Rasheeduzzafar. (1994). “Corrosion resistance performance of fly ash blended cement concrete.” ACI Mater. J., 91(3), 264–272.
Jiang, M., Corotis, R. B., and Ellis, J. H. (2000). “Optimal life-cycle costing with partial observability.” J. Infrastruct. Syst., 6(2), 56–66.
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. (2005). “Balancing connectivity of deteriorating bridge networks and long-term maintenance cost through optimization.” J. Bridge Eng., 10(4), 468–481.
Macke, M., and Higuchi, S. (2007). “Optimizing maintenance interventions for deteriorating structures using cost-benefit criteria.” J. Struct. Eng., 133(7), 925–934.
Mori, Y., and Ellingwood, B. R. (1994). “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. S. (2004). “Cost of life extension of deteriorating structures under reliability-based maintenance.” Comput. Struc., 82(13–14), 1077–1089.
Orcesi, A., and Cremona, C. (2006). “Optimisation of reinforced concrete bridges maintenance by Markov chains.” Proc., 3rd Int. Conf. on Bridge Maintenance, Safety and Management (IABMAS2006) (CD-ROM), Taylor & Francis Group, London, 105–106.
Rens, K. L., Nogueira, C. L., and Transue, D. J. (2005). “Bridge management and non-destructive evaluation.” J. Perform. Constr. Facil., 19(1), 3–16.
Roelfstra, G., Hajdin, R., Adey, B., and Brühwiler, E. (2004). “Condition evolution in bridge management systems and corrosion-induced deterioration.” J. Bridge Eng., 9(3), 268–277.
Rouhan, A., and Schoefs, F. (2003). “Probabilistic modeling of inspection results for offshore structures.” Struct. Saf., 25(4), 379–399.
Scherer, W. T., and Glagola, D. M. (1994). “‘Markovian models for bridge maintenance management’.” J. Transp. Eng., 120(1), 37–51.
Schoefs, F., Clément, A., and Nouy, A. (2009). “Assessment of spatially dependent ROC curves for inspection of random fields of defects.” Struct. Saf., 31(5), 409–419.
Sheils, E., O’Connor, A., Schoefs, F., Breysse, D., and Yotte, S. (2010). “Development of a two stage inspection process for assessment of deteriorating infrastructure.” Reliab. Eng. Syst. Saf., 95(3), 182–194.
Straub, D., and Faber, M. H. (2003). “Modeling dependency in inspection performance.” Proc., 9th Int. Conf. on Applications of Statistics and Probability in Civil Engineering (ICASP9), Millpress, Rotterdam, Netherlands, 1123–1130.
Straub, D., and Faber, M. H. (2005). “Risk based inspection planning for structural systems.” Struct. Saf., 27(4), 335–355.
Tilly, G. (2007). “The durability of repaired concrete structures.” Proc., Int. Association for Bridge and Structural Engineering Symp. (IABSE) (CD-ROM), Improving Infrastructure Worldwide, International Association for Bridge and Structural Engineering, Zurich, Switzerland.
Vassie P. R., and Arya C. (2006). “Long-term maintenance strategies for highway bridges.” Proc. ICE Bridge Eng., 159(2), 83–90.
Vu, K. (2003). “Corrosion induced cracking and spatial time dependent reliability analysis of reinforced concrete structures.” Ph.D. thesis, Univ. of Newcastle, Newcastle, Australia.
Vu, K., Stewart, M. G., and Mullard, J. A. (2005). “Corrosion-induced cracking: Experimental data and predictive models.” ACI Struct. J., 102(5), 719–726.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 18Issue 3March 2013
Pages: 189 - 199

History

Received: Mar 1, 2011
Accepted: Nov 17, 2011
Published online: Nov 19, 2011
Published in print: Mar 1, 2013

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Authors

Affiliations

A. J. O’Connor, Ph.D., Aff.M.ASCE [email protected]
Associate Professor, Dept. of Civil Engineering, Trinity College Dublin, Dublin 2, Ireland (corresponding author). E-mail: [email protected]
E. Sheils
Postdoctoral Research Fellow, Urban Institute Ireland, Univ. College Dublin, Dublin 4, Ireland.
Denys Breysse
Professor, Géosciences, Hydrosciences, Matériaux, Constructions, Univ. Bordeaux 1, 33400 Talence, France.
Franck Schoefs
Professor, Research Institute in Civil and Mechanical Engineering (GeM), UMR 6183, Faculté des Sciences et des Techniques, Univ. of Nantes, F-44000 Nantes, France.

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