Technical Papers
Mar 17, 2021

Probability of Failure Associated with Design and Safety Factors for Intact and Corroded Pipes under Internal Pressure

Publication: Journal of Pipeline Systems Engineering and Practice
Volume 12, Issue 3

Abstract

The assessment of reliability levels associated with the design and safety factors (DFs and SFs) is important for modern pipeline engineering to achieve probabilistic design using a conventional deterministic format. To this end, this paper evaluates the probabilities of failure (POFs) for different pipe configurations, corrosion defects, and DF/SFs. Two limit states are considered: the yielding of intact pipes based on Barlow’s equation and the failure of corroded pipes based on the RSTRENG model under internal pressure. The uncertainties of all the important variables are considered, including the RSTRENG model error. The POFs associated with different DF/SFs are calculated and discussed; the safety levels (e.g., safety class) of pipes based on the different DF/SFs are also determined. The DFs commonly used for the yielding of intact pipes are found to be in the highest safety class. The SFs used for corroded pipes based on the RSTRENG model are also found to be in the highest safety class for long corrosion defects but in the lowest safety class for short corrosion defects.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

We would like to thank MITACS for providing partial funding for this project.

Disclaimer

Any information or data pertaining to Enbridge Employee Services Canada Inc., or its affiliates, contained in this paper was provided to the authors with the express permission of Enbridge Employee Services Canada Inc. or its affiliates. However, this paper is the work and opinion of the authors and is not to be interpreted as Enbridge Employee Services Canada Inc.’s, or its affiliates’, position or procedure regarding matters referred to in this paper. Enbridge Employee Services Canada Inc. and its affiliates and their respective employees, officers, director, and agents shall not be liable for any claims for loss, damage, or costs, of any kind whatsoever, arising from the errors, inaccuracies, or incompleteness of the information and data contained in this paper or for any loss, damage, or costs that may arise from the use or interpretation of this paper.

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Go to Journal of Pipeline Systems Engineering and Practice
Journal of Pipeline Systems Engineering and Practice
Volume 12Issue 3August 2021

History

Received: Aug 8, 2020
Accepted: Nov 16, 2020
Published online: Mar 17, 2021
Published in print: Aug 1, 2021
Discussion open until: Aug 17, 2021

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Authors

Affiliations

Ahmed K. Abdelmoety [email protected]
Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 1H9. Email: [email protected]
Ph.D. Student, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 1H9. ORCID: https://orcid.org/0000-0001-5685-3713. Email: [email protected]
Yong Li, Ph.D., A.M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 1H9 (corresponding author). Email: [email protected]
Muntaseer Kainat, Ph.D. [email protected]
Engineer, Enbridge Pipelines Inc., 10175 101 St. NW, Edmonton, AB, Canada T5J 0T6. Email: [email protected]
Engineering Specialist, Enbridge Pipelines Inc., 10175 101 St. NW, Edmonton, AB, Canada T5J 0T6. ORCID: https://orcid.org/0000-0002-0215-1975. Email: [email protected]
Samer Adeeb, Ph.D. [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 1H9. Email: [email protected]

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