TECHNICAL PAPERS
May 7, 2011

Reliability Evaluation of Corroding Pipelines Considering Multiple Failure Modes and Time-Dependent Internal Pressure

Publication: Journal of Infrastructure Systems
Volume 17, Issue 4

Abstract

A methodology is developed to evaluate the annual failure probabilities of a pressurized pipeline at an active metal-loss corrosion defect. The methodology takes into account three different failure modes at the defect (i.e., small leak, large leak, and rupture) and the time dependency of the pipe’s internal pressure by modeling the pressure as a simple stochastic process consisting of a sequence of independent and identically distributed random variables, each occupying a period of one year. The impact of periodic maintenance actions on the failure probabilities is incorporated in the methodology. Two numerical examples are used to illustrate the methodology. The sensitivity of the calculated failure probabilities with respect to the time dependency of the internal pressure is also investigated.

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Acknowledgments

The financial support provided by the Natural Science and Engineering Council (NSERC) of Canada under Grant No. NSERC376295-2009 and the Faculty of Engineering at the University of Western Ontario is gratefully acknowledged. The constructive comments provided by two anonymous reviewers are greatly appreciated. The assistance of Mr. Shenwei Zhang in carrying out the FORM analysis for the first example is acknowledged.

References

Ahammed, M. (1998). “Probabilistic estimation of remaining life of a pipeline in the presence of active corrosion defects.” Int. J. Pressure Vessels Piping, 75(4), 321–329.
Ahammed, M., and Melchers, R. E. (2006). “Gradient and parameter sensitivity estimation for systems evaluated using Monte Carlo analysis.” Reliab. Eng. Syst. Saf., 91(5), 594–601.
Caleyo, F., Gonzalez, J. L., and Hallen, J. M. (2002). “A study on the reliability assessment methodology for pipelines with active corrosion defects.” Int. J. Pressure Vessels Piping, 79(1), 77–86.
Canadian Standard Association (CSA). (2007). “Oil and gas pipeline systems.” CSA Standard Z662-07, Canadian Standard Association, Mississauga, ON, Canada.
De Silva, D., Moglia, M., Davis, P., and Burn, S. (2006). “Condition assessment to estimate failure rates in buried metallic pipelines.” J. Water Supply Res. Technol. AQUA, 55, 179–191.
Hong, H. P. (1997). “Reliability-based optimal inspection and maintenance for pipeline under corrosion.” Civ. Eng. Environ. Syst., 14(4), 313–334.
Hong, H. P. (1999). “Inspection and maintenance planning of pipeline under external corrosion considering generation of new defects.” Struct. Saf., 21(3), 203–222.
Hong, H. P. (2000). “Assessment of reliability of aging reinforced concrete structures.” J. Struct. Eng., 126(12), 1458–1465.
Kiefner, J. F., Maxey, W. A., Eiber, R. J., and Duffy, A. R. (1973). “Failure stress levels of flaws in pressurized cylinders.” ASTM STP 536, ASTM, 461–481.
Kiefner, J. F., and Vieth, P. H. (1989). “A modified criterion for evaluating the remaining strength of corroded pipe.” Rep. PR 3-805, Pipeline Research Committee, American Gas Association, Columbus, OH.
Maes, M., Dann, M., and Salama, M. M. (2008). “Influence of grade on the reliability of corroding pipelines.” Reliab. Eng. Syst. Saf., 93(3), 447–455.
Melchers, R. (1999). Structural reliability analysis and prediction, 2nd Ed., Wiley, Chichester, UK.
Nessim, M., and Zhou, W. (2005). “Target reliability levels for design and assessment of onshore natural gas pipelines.” GRI-04/230, Gas Research Institute, Des Plaines, IL.
Pandey, M. D., Yuan, X.-X., and van Noortwijk, J. M. (2009). “The influence of temporal uncertainty of deterioration in life cycle management of structures.” Struct. Infrastruct. Eng., 5(2), 145–156.
Rodriguez, E. S., and Provan, J. W. (1989). “Development of a general failure control system for estimating the reliability of deteriorating structures.” Corrosion, 45(3), 193–206.
Rothwell, B., and Stephens, M. (2006). “Risk analysis of sweet natural gas pipelines—Benchmarking simple consequence models.” Proc., 6th Int. Pipeline Conf., IPC2006-10059, ASME, Calgary, AB, Canada.
Stephens, M. (2001). “A model for sizing high consequence areas associated with natural gas pipelines.” GRI-00/0189, Gas Research Institute, Des Plaines, IL.
Stephens, M., and Nessim, M. A. (2006). “A comprehensive approach to corrosion management based on structural reliability methods.” Proc., 6th Int. Pipeline Conf., IPC2006-10458, ASME, Calgary, AB, Canada.
Timashev, S. A., Malyukova, M. G., Polouian, L. V., and Bushinskaya, A. V. (2008a). “Internet-oriented method of reliability analysis of onshore pipelines with growing defects.” Proc., 7th Int. Pipeline Conf., IPC2008-64545, ASME, Calgary, AB, Canada.
Timashev, S. A., Malyukova, M. G., Poluian, L. V., and Bushinskaya, A. V. (2008b). “Markov description of corrosion defects growth and its application to reliability based inspection and maintenance of pipelines.” Proc., 7th Int. Pipeline Conf., IPC2008-64546, ASME, Calgary, AB, Canada.
Wen, Y.-K., and Chen, H. C. (1987). “On fast integration for time variant structural reliability.” Prob. Eng. Mech., 2(3), 156–162.

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Information

Published In

Go to Journal of Infrastructure Systems
Journal of Infrastructure Systems
Volume 17Issue 4December 2011
Pages: 216 - 224

History

Received: May 26, 2010
Accepted: May 6, 2011
Published online: May 7, 2011
Published in print: Dec 1, 2011

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Authors

Affiliations

Wenxing Zhou [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Western Ontario, London, ON, Canada, N6A 5B9. E-mail: [email protected]

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