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Burst strength behaviour of an aging subsea gas pipeline elbow in different external and internal corrosion-damaged positions

  • Lee, Geon Ho (The Korea Ship and Offshore Research Institute (The Lloyd's Register Foundation Research Centre of Excellence), Pusan National University) ;
  • Pouraria, Hassan (The Korea Ship and Offshore Research Institute (The Lloyd's Register Foundation Research Centre of Excellence), Pusan National University) ;
  • Seo, Jung Kwan (The Korea Ship and Offshore Research Institute (The Lloyd's Register Foundation Research Centre of Excellence), Pusan National University) ;
  • Paik, Jeom Kee (The Korea Ship and Offshore Research Institute (The Lloyd's Register Foundation Research Centre of Excellence), Pusan National University)
  • Received : 2014.03.17
  • Accepted : 2015.01.15
  • Published : 2015.05.31

Abstract

Evaluation of the performance of aging structures is essential in the oil and gas industry, where the inaccurate prediction of structural performance can have significantly hazardous consequences. The effects of structure failure due to the significant reduction in wall thickness, which determines the burst strength, make it very complicated for pipeline operators to maintain pipeline serviceability. In other words, the serviceability of gas pipelines and elbows needs to be predicted and assessed to ensure that the burst or collapse strength capacities of the structures remain less than the maximum allowable operation pressure. In this study, several positions of the corrosion in a subsea elbow made of API X42 steel were evaluated using both design formulas and numerical analysis. The most hazardous corrosion position of the aging elbow was then determined to assess its serviceability. The results of this study are applicable to the operational and elbow serviceability needs of subsea pipelines and can help predict more accurate replacement or repair times.

Keywords

References

  1. ANSYS, 2012. ANSYS user manual (Release 14.0). Canonsburg, PA: ANSYS Inc.
  2. API, 2007. Specification for line pipe. Washington: American Petroleum Institute.
  3. API 1156, 1999. Effects of smooth and rock dents on liquid petroleum pipelines, Phase I and Phase 2. USA: American Petroleum Institute.
  4. API RP 1160, 2013. Managing system integrity for hazardous liquid pipelines. USA: American Petroleum Institute.
  5. API RP 580, 2013. Recommended practice for Risk-Based inspection. USA: American Petroleum Institute.
  6. ASME BPVC, 2010. Rules for construction of pressure vessels. Boiler and Pressure Vessel Code Section VIII division 2. New York: American Petroleum Institute.
  7. ASME B31G, 2009. Manual for determining the remaining strength of corroded pipelines. a supplement to ASME B31G code for pressure piping. New York: American Petroleum Institute.
  8. ASME B31.8S, 2014. Managing system integrity of gas. ASME code for pressure piping, B31 supplement to ASME B31.8. New York: ASME.
  9. Bai, Y. and Bai, Q., 2005. Subsea pipelines and risers. 1st Ed. MA: Elsevier Science.
  10. Bai, Y. and Bai, Q., 2014. Subsea pipelines integrity and risk management. 1st Ed. MA: Elsevier Science.
  11. Bubenik, T.A. and Rosenfeld, M.J., 1993. Topical report on assessing the strength of corroded elbows. Columbus: Battelle press.
  12. Chen, E., Mclaury, B.S.M and Shirazi, S.A., 2004. Application and experimental validation of a computational fluid dynamics (CFD)-based erosion prediction model in elbows and plugged tees. Computers & Fluid, 33(10), pp.1251-1272. https://doi.org/10.1016/j.compfluid.2004.02.003
  13. Cosham, A. and Hopkins, P. 2004. An overview of the pipeline defect assessment manual (PDAM). 4th International Pipeline Technology Conference, Ostende, Belgium, 9-13 May 2004.
  14. Cronin, D.S., 2000. Assessment of corrosion defects in pipelines. Ph.D. thesis. University of Waterloo, Waterloo, Canada.
  15. DNV, 2010. Corroded pipelines ( DNV-RP-F101), Oslo: Det Norske Veritas.
  16. Duan, Z.X. and Shen, S.M., 2006. Analysis and experiments on the plastic limit pressure of elbows. Nanjing: College of Mechanical and Power Engineering, Nanjing University of Technology.
  17. Goodall, I.W., 1978. Lower bound limit analysis of curved tubes loaded by combined internal pressure and in-plane bending moment. (CEGB RD/B/N4360). UK: Central Electricity Generating Board.
  18. Kim, D.W., Mohd, H.M., Lee, B.J., Kim, D.K., Seo, J.K., Kim, B.J. and Paik, J.K., 2013. Investigation on the burst strength capacity of aging subsea gas pipeline. ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering, Nantes, France, 9-14 June 2013.
  19. Klever, F.J., Stewart, G. and Valk, C.A.C., 1995. New developments in burst strength predictions for locally corroded pipelines. The Proceedings of the 14th International Conference on Offshore Mechanics and Arctic Engineering (OMAE), Copenhagen Denmark, 18-22 June 1995.
  20. Kyriakides, S. and Corona, E., 2007. Mechanics of offshore pipelines-Volume1: buckling and collapse. MA: Elsevier Science.
  21. Li, Z., Yinpei, W., Jin, C. and Cengdian, L., 2001. Evaluation of local thinned pressurized elbow. International Journal of Pressure Vessels and Piping, 78(10), pp.697-703. https://doi.org/10.1016/S0308-0161(01)00125-9
  22. Mohd, M.H., Kim, D.W., Lee, B.J., Kim, D.K., Seo, J.K. and Paik, J.K. 2014. On the burst strength capacity of an aging subsea gas pipeline. Journal of Offshore Mechanics and Arctic Engineering, 136(4), pp.1-7.
  23. Sharma, P.P, 2007. Pipeline integrity management for sustainable profitability and compliance. Rio pipeline conference & exposition 2007, Rio de Janeiro, 2-4 October 2007.
  24. Szary, T., 2006. The Finite element method analysis for assessing the remaining strength of corroded oil field casing and tubing. PhD thesis. Mechanical Engineering, Germany.

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