Technical Papers
Mar 3, 2020

Fuzzy Reliability and Risk-Based Maintenance of Buried Pipelines Using Multiobjective Optimization

Publication: Journal of Infrastructure Systems
Volume 26, Issue 2

Abstract

Structural deterioration of buried pipeline due to adverse corrosion effect is among the leading causes of increasing possibility of pipe failure. As a result, maintenance intervention becomes a fundamental task for good engineering management program. However, in recent years, different probabilistic techniques have been used for the evaluation and estimation of cost-effective maintenance strategies of buried pipe based on performance indicators such as failure probability. Whereas the probabilistic approach is used to account for the variabilities associated with the structural parameters, the nonprobabilistic method has been utilized to deal with the limitations of the probabilistic approach, especially for cases in which the data for proper probability evaluation of the design parameters are not adequate. In this study, a new maintenance technique is developed to determine the optimal time for the maintenance of buried pipeline using a combination of fuzzy and subset simulation (probabilistic and nonprobabilistic) approaches for computing pipe reliability and risk, based on α-level cut. The strategy aims at assessing the cost-efficiency required for the determination of the optimal time for maintenance using multiobjective optimization based on the fuzzy-subset annual reliability, risk, and total maintenance cost. The times for essential maintenance schedules are obtained based on a performance indicator (annual reliability or risk), and the optimization is performed using a genetic algorithm. The applicability is demonstrated with a numerical example, and the method provides engineering technicians with the needed tools for the determination of the optimal time interval required to carry out maintenance of the buried pipelines.

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Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request, including the data for the numerical example.

References

Ahammed, M., and R. E. Melchers. 1994. “Reliability of underground pipelines subject to corrosion.” J. Transp. Eng. 120 (6): 989–1002. https://doi.org/10.1061/(ASCE)0733-947X(1994)120:6(989).
Ahammed, M., and R. E. Melchers. 1997. “Probabilistic analysis of underground pipelines subject to combined stresses and corrosion.” Eng. Struct. 19 (12): 988–994. https://doi.org/10.1016/S0141-0296(97)00043-6.
American Lifelines Alliance. 2001. Guidelines for the design of buried steel pipe. Reston, VA: ASCE.
Amirat, A., A. Mohamed-Chateauneuf, and K. Chaoui. 2006. “Reliability assessment of underground pipelines under the combined effect of active corrosion and residual stress.” Int. J. Press. Vessels Pip. 83 (2): 107–117. https://doi.org/10.1016/j.ijpvp.2005.11.004.
Ang, A. H. S., and W. H. Tang. 1984. Probability concepts in engineering planning and design. Vol. 2 of Decision, risk, and reliability. New York: Wiley.
Arunraj, N. S., and J. Maiti. 2007. “Risk-based maintenance—Techniques and applications.” J. Hazard. Mater. 142 (3): 653–661. https://doi.org/10.1016/j.jhazmat.2006.06.069.
Babu, G. L. S., and A. Srivastava. 2010. “Reliability analysis of buried flexible pipe-soil systems.” J. Pipeline Syst. Eng. Pract. 1 (1): 33–41. https://doi.org/10.1061/(ASCE)PS.1949-1204.0000041.
Baecher, G. B., and J. T. Christian. 2005. Reliability and statistics in geotechnical engineering. New York: Wiley.
Barone, G., and D. M. Frangopol. 2014a. “Life-cycle maintenance of deteriorating structures by multi-objective optimization involving reliability, risk, availability, hazard and cost.” Struct. Saf. 48 (May): 40–50. https://doi.org/10.1016/j.strusafe.2014.02.002.
Barone, G., and D. M. Frangopol. 2014b. “Reliability, risk and lifetime distributions as performance indicators for life-cycle maintenance of deteriorating structures.” Reliability Eng. Syst. Saf. 123 (Mar): 21–37. https://doi.org/10.1016/j.ress.2013.09.013.
Beer, M. 2009. “Fuzzy probability theory.” In Encyclopedia of complexity and systems science, 4047–4059. New York: Springer.
Beer, M., Y. Zhang, S. T. Quek, and K. K. Phoon. 2013. “Reliability analysis with scarce information: Comparing alternative approaches in a geotechnical engineering context.” Struct. Saf. 41 (Mar): 1–10.
Biondini, F., and D. M. Frangopol. 2009. “Lifetime reliability-based optimization of reinforced concrete cross-sections under corrosion.” Struct. Saf. 31 (6): 483–489. https://doi.org/10.1016/j.strusafe.2009.06.008.
Dong, Y., and D. M. Frangopol. 2015. “Risk-informed life-cycle optimum inspection and maintenance of ship structures considering corrosion and fatigue.” Ocean Eng. 101 (Jun): 161–171. https://doi.org/10.1016/j.oceaneng.2015.04.020.
Ebenuwa, A. U., and K. F. Tee. 2017. “Reliability assessment of buried pipelines for through-wall bending stress pipe failure condition.” In Proc., 14th Int. Probabilistic Workshop, 377–387. New York: Springer.
Ebenuwa, A. U., and K. F. Tee. 2019a. “Fuzzy-based optimised subset simulation for reliability analysis of engineering structures.” Struct. Infrastruct. Eng. 15 (3): 413–425. https://doi.org/10.1080/15732479.2018.1552977.
Ebenuwa, A. U., and K. F. Tee. 2019b. “Reliability estimation of buried steel pipes subjected to seismic effect.” Transp. Geotech. 20 (Sep): 100242. https://doi.org/10.1016/j.trgeo.2019.100242.
Faber, M. H., I. B. Kroon, and J. D. Sorensen. 1996. “Sensitivities in structural maintenance planning.” Reliability Eng. Syst. Saf. 51 (3): 317–329. https://doi.org/10.1016/0951-8320(95)00107-7.
Faber, M. H., and M. A. Maes. 2008. “Issues in societal optimal engineering decision making.” Struct. Infrastruct. Eng. 4 (5): 335–351.
Fang, Y., K. F. Tee, and J. Chen. 2016. “Structural dynamic reliability evaluation under consideration of fuzzy strength and fuzzy stress.” J. Vibr. Eng. Technol. 4 (1): 53–58.
Fang, Y., J. Xiong, and K. F. Tee. 2015. “Time-variant structural fuzzy reliability analysis under stochastic loads applied several times.” Struct. Eng. Mech. 55 (3): 525–534. https://doi.org/10.12989/sem.2015.55.3.525.
Ferson, S., and J. G. Hajagos. 2004. “Arithmetic with uncertain numbers: Rigorous and (often) best possible answers.” Reliability Eng. Syst. Saf. 85 (1–3): 135–152. https://doi.org/10.1016/j.ress.2004.03.008.
Frangopol, D. M., K. Y. Lin, and A. C. Estes. 1998. “Life-cycle cost design of deteriorating structures.” J. Struct. Eng. 124 (11): 1368–1369. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:11(1368).
Hong, H. P. 1999. “Inspection and maintenance planning of pipeline under external corrosion considering generation of new defects.” Struct. Saf. 21 (3): 203–222. https://doi.org/10.1016/S0167-4730(99)00016-8.
Khan, L. R., and K. F. Tee. 2016. “Risk-cost optimization of buried pipelines using subset simulation.” J. Infrastruct. Syst. 22 (2): 04016001. https://doi.org/10.1061/(ASCE)IS.1943-555X.0000287.
Khemis, A., A. Hacene-Chaouche, A. Athmani, and K. F. Tee. 2016. “Uncertainty effects of soil and structural properties on the buckling of flexible pipes shallowly buried in Winkler foundation.” Struct. Eng. Mech. 59 (4): 739–759. https://doi.org/10.12989/sem.2016.59.4.739.
Laggoune, R., A. Chateauneuf, and D. Aissani. 2010. “Impact of few failure data on the opportunistic replacement policy for multi-component systems.” Reliability Eng. Syst. Saf. 95 (2): 108–119. https://doi.org/10.1016/j.ress.2009.08.007.
Li, H. S., A. L. Zhao, and K. F. Tee. 2016. “Structural reliability analysis of multiple limit state functions using multi-input multi-output support vector machine.” Adv. Mech. Eng. 8 (10): 1687814016671447. https://doi.org/10.1177%2F1687814016671447.
Möller, B., W. Graf, and M. Beer. 2003. “Safety assessment of structures in view of fuzzy randomness.” Comput. Struct. 81 (15): 1567–1582. https://doi.org/10.1016/S0045-7949(03)00147-0.
Najafi, M. 2011. “Pipeline rehabilitation for service life extension.” In Service life estimation and extension of civil engineering structures, edited by V. M. Karbhari and L. S. Lee, 262–289. Oxford, UK: Woodhead Publishing.
Rahman, S., and D. J. Vanier. 2004. “Life cycle cost analysis as a decision support tool for managing municipal infrastructure.” In Vol. 2 of CIB 2004 Triennial Congress, 11–18. Ottawa: National Research Council.
Rajani, B., J. M. Makar, S. E. McDonald, C. Zhan, S. Kuraoka, C.-K. Jen, and M. Veins. 2000. Investigation of grey cast iron water mains to develop a methodology for estimating service life. Denver: American Water Works Association Research Foundation.
Sadiq, R., B. Rajani, and Y. Kleiner. 2004. “Probabilistic risk analysis of corrosion associated failures in cast iron water mains.” Reliab. Eng. Syst. Saf. 86 (1): 1–10. https://doi.org/10.1016/j.ress.2003.12.007.
Shafer, G. 1976. Vol. 42 of A mathematical theory of evidence. Princeton, NJ: Princeton University Press.
Tee, K. F., A. U. Ebenuwa, and Y. Zhang. 2018. “Fuzzy-based robustness assessment of buried pipelines.” J. Pipeline Syst. Eng. Pract. 9 (1): 06017007. https://doi.org/10.1061/(ASCE)PS.1949-1204.0000304.
Tee, K. F., L. R. Khan, and H. Li. 2014. “Application of subset simulation in reliability estimation of underground pipelines.” Reliab. Eng. Syst. Saf. 130 (Oct): 125–131. https://doi.org/10.1016/j.ress.2014.05.006.
Tee, K. F., and K. Pesinis. 2017. “Reliability prediction for corroding natural gas pipelines.” Tunnelling Underground Space Technol. 65 (May): 91–105. https://doi.org/10.1016/j.tust.2017.02.009.
Watkins, R. K., and L. R. Anderson. 1999. Structural mechanics of buried pipes. Boca Raton, FL: CRC Press.
Whidden, W. R. 2009. Buried flexible steel pipe: Design and structural analysis. Reston, VA: ASCE.
Zhang, Y., C.-W. Kim, and K. F. Tee. 2017. “Maintenance management of offshore structures using Markov process model with random transition probabilities.” Struct. Infrastruct. Eng. 13 (8): 1068–1080. https://doi.org/10.1080/15732479.2016.1236393.

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Published In

Go to Journal of Infrastructure Systems
Journal of Infrastructure Systems
Volume 26Issue 2June 2020

History

Received: Feb 24, 2018
Accepted: Nov 4, 2019
Published online: Mar 3, 2020
Published in print: Jun 1, 2020
Discussion open until: Aug 3, 2020

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Authors

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Ph.D. Student, School of Engineering, Univ. of Greenwich, Kent ME4 4TB, UK. ORCID: https://orcid.org/0000-0001-8901-7180. Email: [email protected]
Associate Professor, School of Engineering, Univ. of Greenwich, Kent ME4 4TB, UK (corresponding author). ORCID: https://orcid.org/0000-0003-3202-873X. Email: [email protected]

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