Technical Papers
Sep 12, 2013

Evaluating Fitness-for-Service of Corroded Metal Pipelines: Structural Reliability Bases

Publication: Journal of Pipeline Systems Engineering and Practice
Volume 5, Issue 1

Abstract

This paper presents a methodology for evaluating fitness-for-service (i.e., safety, serviceability, and reliability) of corroded metal pipelines. A model for predicting pipe failure pressure is developed from a series of nonlinear finite-element analyses of metal pipes of different diameters and wall thicknesses with corrosion defects of different sizes and depths. The strength limit state (burst) and service limit states (yield and leakage) both are investigated in the pipe fitness-for-service analyses. Uncertainties associated with in situ measurement of flaw size, pipe geometry, pipe material properties, operating pressures, and corrosion in exposure environments are considered in a time-dependent reliability analysis of pipe performance over a service life of 50 years. Engineering variables that have the most significant impact on the reliability of a corroded pipe are identified through Monte Carlo–based sensitivity studies. Finally, a set of simple reliability-based evaluation tools are presented for assessing pipeline safety. The procedure and the results presented in this paper can be used to support decisions related to continued safe operation of pipes, optimal pipe inspection intervals, and maintenance schedules.

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Acknowledgments

The research described in this paper was supported by Palo Verde Nuclear Generating Station, Arizona Public Service Company. This support is gratefully acknowledged.

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Published In

Go to Journal of Pipeline Systems Engineering and Practice
Journal of Pipeline Systems Engineering and Practice
Volume 5Issue 1February 2014

History

Received: Sep 16, 2012
Accepted: May 10, 2013
Published online: Sep 12, 2013
Published in print: Feb 1, 2014
Discussion open until: Feb 12, 2014

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Affiliations

Naiyu Wang, Ph.D. [email protected]
A.M.ASCE
Structural Engineer II, Simpson Gumpertz and Heger, 41 Seyon St., Waltham, MA 02453 (corresponding author). E-mail: [email protected]
Mehdi S. Zarghamee, Ph.D. [email protected]
P.E.
F.ASCE
Senior Principal, Simpson Gumpertz and Heger, 41 Seyon St., Waltham, MA 02453. E-mail: [email protected]

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