Deformation-based behavior of X65 gas pipeline in rectangular concrete encasement

Jong Hwa Won, Mi Seung Kim, Moon Kyum Kim

Research output: Chapter in Book/Report/Conference proceedingConference contribution

Abstract

The pipelines located in cold region, off shore and under riverbed are exposed and unpredictable loads and these pipelines should be protected by assistant structures. As one manner of protecting river crossing pipelines, a rectangular concrete encasement is generally used in Korea. This paper describes behavior characteristics of underground pipelines encased in rectangular concrete box in terms of deformed radius derived from occurred hoop stress. The solution for contact pressure between steel pipeline and concrete encasement is derived from the equation of Lame's double walled cylinder. Every FEA model adopted in this study has same pipe diameter (762mm), internal pressure and cover depth. A variable is only the thickness of concrete encasement. This problem is formulated as a shrink-fit cylinder because of the inner steel pipe expanding by internal gas pressure. In order to get a deformed radius, the interface (contact) pressure was calculated, and the local deformed radius was determined based on obtained interface pressure and hoop stress. In this data processing, peculiar ovalized shape was developed in the section of the X65 steel pipeline covered with rectangular concrete encasement. The result in terms of the rate of local diameter change describes that shoulder (±45°, ±135°) part has the largest change rate over 120% and the smallest values occurred at a bottom (±180°). By using the relation of encasement size and deformed diameter, the results make stress design for the double layer pipeline be more precise and effective.

Original languageEnglish
Title of host publication2008 Proceedings of the ASME International Pipeline Conference, IPC 2008
Pages189-196
Number of pages8
DOIs
Publication statusPublished - 2009 Oct 21
Event2008 ASME International Pipeline Conference, IPC 2008 - Calgary, AB, Canada
Duration: 2008 Sep 292008 Oct 3

Publication series

NameProceedings of the Biennial International Pipeline Conference, IPC
Volume1

Other

Other2008 ASME International Pipeline Conference, IPC 2008
CountryCanada
CityCalgary, AB
Period08/9/2908/10/3

Fingerprint

Gas pipelines
Pipelines
Concretes
Steel
Crossings (pipe and cable)
Steel pipe
Contacts (fluid mechanics)
Gases
Pipe
Finite element method

All Science Journal Classification (ASJC) codes

  • Mechanical Engineering
  • Electronic, Optical and Magnetic Materials
  • Materials Chemistry

Cite this

Won, J. H., Kim, M. S., & Kim, M. K. (2009). Deformation-based behavior of X65 gas pipeline in rectangular concrete encasement. In 2008 Proceedings of the ASME International Pipeline Conference, IPC 2008 (pp. 189-196). (Proceedings of the Biennial International Pipeline Conference, IPC; Vol. 1). https://doi.org/10.1115/IPC2008-64567
Won, Jong Hwa ; Kim, Mi Seung ; Kim, Moon Kyum. / Deformation-based behavior of X65 gas pipeline in rectangular concrete encasement. 2008 Proceedings of the ASME International Pipeline Conference, IPC 2008. 2009. pp. 189-196 (Proceedings of the Biennial International Pipeline Conference, IPC).
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abstract = "The pipelines located in cold region, off shore and under riverbed are exposed and unpredictable loads and these pipelines should be protected by assistant structures. As one manner of protecting river crossing pipelines, a rectangular concrete encasement is generally used in Korea. This paper describes behavior characteristics of underground pipelines encased in rectangular concrete box in terms of deformed radius derived from occurred hoop stress. The solution for contact pressure between steel pipeline and concrete encasement is derived from the equation of Lame's double walled cylinder. Every FEA model adopted in this study has same pipe diameter (762mm), internal pressure and cover depth. A variable is only the thickness of concrete encasement. This problem is formulated as a shrink-fit cylinder because of the inner steel pipe expanding by internal gas pressure. In order to get a deformed radius, the interface (contact) pressure was calculated, and the local deformed radius was determined based on obtained interface pressure and hoop stress. In this data processing, peculiar ovalized shape was developed in the section of the X65 steel pipeline covered with rectangular concrete encasement. The result in terms of the rate of local diameter change describes that shoulder (±45°, ±135°) part has the largest change rate over 120{\%} and the smallest values occurred at a bottom (±180°). By using the relation of encasement size and deformed diameter, the results make stress design for the double layer pipeline be more precise and effective.",
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Won, JH, Kim, MS & Kim, MK 2009, Deformation-based behavior of X65 gas pipeline in rectangular concrete encasement. in 2008 Proceedings of the ASME International Pipeline Conference, IPC 2008. Proceedings of the Biennial International Pipeline Conference, IPC, vol. 1, pp. 189-196, 2008 ASME International Pipeline Conference, IPC 2008, Calgary, AB, Canada, 08/9/29. https://doi.org/10.1115/IPC2008-64567

Deformation-based behavior of X65 gas pipeline in rectangular concrete encasement. / Won, Jong Hwa; Kim, Mi Seung; Kim, Moon Kyum.

2008 Proceedings of the ASME International Pipeline Conference, IPC 2008. 2009. p. 189-196 (Proceedings of the Biennial International Pipeline Conference, IPC; Vol. 1).

Research output: Chapter in Book/Report/Conference proceedingConference contribution

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Won JH, Kim MS, Kim MK. Deformation-based behavior of X65 gas pipeline in rectangular concrete encasement. In 2008 Proceedings of the ASME International Pipeline Conference, IPC 2008. 2009. p. 189-196. (Proceedings of the Biennial International Pipeline Conference, IPC). https://doi.org/10.1115/IPC2008-64567