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http://dx.doi.org/10.7842/kigas.2014.18.5.72

Finite Element Analysis of Gas Pipelines Depend on the Arctic of Active Region  

Yeom, Kyu Jung (Korea Gas Cooperation R&D Center)
Kim, Kyung Il (Seoul National University, Dept. of Material Science and Engineering)
Kim, Young-Pyo (Korea Gas Cooperation R&D Center)
Oh, Kyu Hwan (Seoul National University, Dept. of Material Science and Engineering)
Kim, Woo Sik (Korea Gas Cooperation R&D Center)
Publication Information
Journal of the Korean Institute of Gas / v.18, no.5, 2014 , pp. 72-77 More about this Journal
Abstract
It is known that there is no demand for building the arctic environment in Korea. However, it is important to use the different energy source instead of fuel source due to global warming. It is now demanded of using gas of Alaska and Siberia for long term developing the natural gas. The design of gas pipelines in Korea is very different from the arctic region. The operation of gas in arctic region have to consider of arctic region such as permafrost and active regions. It is needed to understand of gas pipeline design with different arctic soil properties. Nowadays, the pipelines is designed with stress-based and but there is demanded for strain based design with more deformed pipeline. We study of arctic environment with different active region using Finite Element Method of thermal elasto-plastic analysis.
Keywords
finite element method; active layer; thermal elasto-plastic analysis; gas pipeline;
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  • Reference
1 Kim, Woo Sik, "Technology trend of energy pipe", KSME, 54(1), 53-57, (2014)
2 Kim Young jin, Kang Jae Mo, Kim Young Suk and Hong Seung Seo, "Anlysis of Environmental and Geographic Charactieristic and Respurece Development Condition", Civil Expo, 4331-4334, (2007)
3 Yaping Wu, Yu Sheng, Yong Wang, Huijun Jin and Wu Chen, "Stresses and deformations in a buried oil pipeline subject to differential frost heave in permafrost regions", Cold Regions Science and Technology, 64, 256-261, (2010)   DOI
4 Zhi Wen, Yu Sheng, Huijin Jin, Shuangyang Li, Guoyu Li, and Yonghong Niu, "Thermal elasto-plastic computation model for a buried oil pipeline in frozen ground", Cold Regions Science and Technology, 64, 248-255, (2010)   DOI
5 Qishi Chen, "A Simplified Pipelines Strain Demand Model for Frost Heave", ISOPE, 451-458, (2014)
6 A. G. Razaqpur and Daiyu Wang, "Frost-induced deformations and stresses in pipelines", International journal of pressure vessels and piping, 69, 105-118, (1996)   DOI
7 Haydar Arslan, Jed Hamilton, Suvrat Lele, Karel Minnaar, Bob Albrecht, Mike F. Cook and Patrick Wong, "Strain demand estimation for pipelines in challenging arctic and seismically active regions", Proceedings of the 8th International Pipeline Conference (2010)
8 United States Geological Survey, "USGS Viual Identity System", (2008)
9 Kim Young jin, "Technique sampling of artificial frozen soil", KSCE, 48(5), (2000)
10 Orlando B, Andersland and Branko Ladanyi, Frozen Ground Engineering, John Wiley & Sons, (2004)
11 U.S. Army Corps of Engineering, Economic and Envoirnmental Principles and Guidelines for Water and realted Land Resources Implementation Studies, (1983)
12 ABAQUS, ABAQUS/Standard Doumentation Version 6.12, (2012)
13 Advances in Structures, Proceedings of the International Conference on Advances in Structures, CRC Press, (2003)