Oil and gas pipelines traverse long distances and are often subjected to mechanical forces that result in permanent distortion of its geometric cross section in the form of dents. In order to prioritize the repair of dents in pipelines, dents need to be ranked in order of severity. Numerical modeling via finite element analysis (FEA) to rank the dents based on the accumulated localized strain is one approach that is considered to be computationally demanding. In order to reduce the computation time with minimal effect to the completeness of the strain analysis, an approach to the analytical evaluation of strains in dented pipes based on the geometry of the deformed pipe is presented in this study. This procedure employs the use of B-spline functions, which are equipped with second-order continuity to generate displacement functions, which define the surface of the dent. The strains associated with the deformation can be determined by evaluating the derivatives of the displacement functions. The proposed technique will allow pipeline operators to rapidly determine the severity of a dent with flexibility in the choice of strain measure. The strain distribution predicted using the mathematical model proposed is benchmarked against the strains predicted by nonlinear FEA. A good correlation is observed in the strain contours predicted by the analytical and numerical models in terms of magnitude and location. A direct implication of the observed agreement is the possibility of performing concise strain analysis on dented pipes with algorithms relatively easy to implement and not as computationally demanding as FEA.
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August 2018
Research-Article
Three-Dimensional Strain-Based Model for the Severity Characterization of Dented Pipelines
Chike Okoloekwe,
Chike Okoloekwe
Department of Civil and Environmental Engineering,
University of Alberta,
Edmonton, AB T6G 2R3, Canada
University of Alberta,
Edmonton, AB T6G 2R3, Canada
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Muntaseer Kainat,
Muntaseer Kainat
Enbridge Liquids Pipelines, Inc.,
Edmonton, AB T5J 0H3, Canada
Edmonton, AB T5J 0H3, Canada
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Doug Langer,
Doug Langer
Enbridge Liquids Pipelines, Inc.,
Edmonton, AB T5J 0H3, Canada
Edmonton, AB T5J 0H3, Canada
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Sherif Hassanien,
Sherif Hassanien
Enbridge Liquids Pipelines, Inc.,
Edmonton, AB T5J 0H3, Canada
Edmonton, AB T5J 0H3, Canada
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J.J. Roger Cheng,
J.J. Roger Cheng
Department of Civil and Environmental Engineering,
University of Alberta,
Edmonton, AB T6G 2R3, Canada
University of Alberta,
Edmonton, AB T6G 2R3, Canada
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Samer Adeeb
Samer Adeeb
Department of Civil and Environmental Engineering,
University of Alberta,
Edmonton, AB T6G 2R3, Canada
University of Alberta,
Edmonton, AB T6G 2R3, Canada
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Chike Okoloekwe
Department of Civil and Environmental Engineering,
University of Alberta,
Edmonton, AB T6G 2R3, Canada
University of Alberta,
Edmonton, AB T6G 2R3, Canada
Muntaseer Kainat
Enbridge Liquids Pipelines, Inc.,
Edmonton, AB T5J 0H3, Canada
Edmonton, AB T5J 0H3, Canada
Doug Langer
Enbridge Liquids Pipelines, Inc.,
Edmonton, AB T5J 0H3, Canada
Edmonton, AB T5J 0H3, Canada
Sherif Hassanien
Enbridge Liquids Pipelines, Inc.,
Edmonton, AB T5J 0H3, Canada
Edmonton, AB T5J 0H3, Canada
J.J. Roger Cheng
Department of Civil and Environmental Engineering,
University of Alberta,
Edmonton, AB T6G 2R3, Canada
University of Alberta,
Edmonton, AB T6G 2R3, Canada
Samer Adeeb
Department of Civil and Environmental Engineering,
University of Alberta,
Edmonton, AB T6G 2R3, Canada
University of Alberta,
Edmonton, AB T6G 2R3, Canada
Manuscript received September 17, 2017; final manuscript received April 2, 2018; published online May 14, 2018. Assoc. Editor: Shiro Biwa.
ASME J Nondestructive Evaluation. Aug 2018, 1(3): 031006-031006-11 (11 pages)
Published Online: May 14, 2018
Article history
Received:
September 17, 2017
Revised:
April 2, 2018
Citation
Okoloekwe, C., Kainat, M., Langer, D., Hassanien, S., Roger Cheng, J., and Adeeb, S. (May 14, 2018). "Three-Dimensional Strain-Based Model for the Severity Characterization of Dented Pipelines." ASME. ASME J Nondestructive Evaluation. August 2018; 1(3): 031006–031006–11. https://doi.org/10.1115/1.4040039
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