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Using Finite Element Method for Stress-Strain Evaluation of Commonly Used Buried Pipelines in Fault

Author

Listed:
  • Ning Tan

    (Sinopec, Beijing 100000, China)

  • Liang Zhou

    (Technical Inspection Center, Sionpec Group Shengli Oilfield Company, Dongying 257100, China)

  • Weibo Zheng

    (Technical Inspection Center, Sionpec Group Shengli Oilfield Company, Dongying 257100, China)

  • Honglin Song

    (Technical Inspection Center, Sionpec Group Shengli Oilfield Company, Dongying 257100, China)

  • Zhibin Sun

    (Sinopec, Beijing 100000, China)

  • Zhiyin Wang

    (Sinopec, Beijing 100000, China)

  • Guisheng Wang

    (Technical Inspection Center, Sionpec Group Shengli Oilfield Company, Dongying 257100, China)

  • Guanjun Wang

    (Technical Inspection Center, Sionpec Group Shengli Oilfield Company, Dongying 257100, China)

  • Liming Zhang

    (School of Petroleum Engineering, China University of Petroleum (East China), Qingdao 266580, China)

  • Xingyu Zhou

    (School of Petroleum Engineering, China University of Petroleum (East China), Qingdao 266580, China)

Abstract

In different kinds of buried pipelines, L245 and L360 are the most used which are chosen by the China Pipeline Design Institute. For studying the stress and deformation characteristics of buried pipelines with different specifications across faults, this paper established a physical model of cross-fault buried pipelines and a finite element model of pipelines crossing the fault zone, which adopts the finite element method and ANSYS software. The models take pipeline material, soil material, grid division, load application method, and other factors into consideration, concentrating on the nonlinear solution of L245 and L360 buried pipelines under the condition of strike-slip fault soil. The results illustrate that pipelines with larger diameters are more conducive to resisting the stress and deformation caused by faults. Moreover, the strain and dislocation amount of the pipeline increases with the increase of the dislocation amount when a fault occurs. Furthermore, the resistance is optimal when the angle of intersection between the fault and the pipe is 60, while further research and analysis are needed for special cases. This work can provide a direction for the optimization of parameters for pipeline design especially strain-based design.

Suggested Citation

  • Ning Tan & Liang Zhou & Weibo Zheng & Honglin Song & Zhibin Sun & Zhiyin Wang & Guisheng Wang & Guanjun Wang & Liming Zhang & Xingyu Zhou, 2022. "Using Finite Element Method for Stress-Strain Evaluation of Commonly Used Buried Pipelines in Fault," Energies, MDPI, vol. 15(5), pages 1-15, February.
    • Handle: RePEc:gam:jeners:v:15:y:2022:i:5:p:1655-:d:756519
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    References listed on IDEAS

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    1. Xu, Xiaofeng & Wang, Chenglong & Zhou, Peng, 2021. "GVRP considered oil-gas recovery in refined oil distribution: From an environmental perspective," International Journal of Production Economics, Elsevier, vol. 235(C).
    2. Jianhua Zhao & Hanwen Zhang & Jianlin Chen & Xiaochen Wu & Yongqiang Wang & Dianrong Gao & Yingna Liang, 2022. "Influence of Coil Current and Oil Film Thickness on Hopf Bifurcation of MLDSB," Energies, MDPI, vol. 15(3), pages 1-13, January.
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    Cited by:

    1. Victor I. Bolobov & Il’nur U. Latipov & Valentin S. Zhukov & Gregory G. Popov, 2023. "Using the Magnetic Anisotropy Method to Determine Hydrogenated Sections of a Steel Pipeline," Energies, MDPI, vol. 16(15), pages 1-15, July.
    2. Maciej Dutkiewicz & Andrii Velychkovych & Andriy Andrusyak & Ivan Petryk & Andrii Kychma, 2023. "Analytical Model of Interaction of an Oil Pipeline with a Support of an Overpass Built in a Mountainous Area," Energies, MDPI, vol. 16(11), pages 1-18, May.

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