FEM analysis of soil-pipe interaction

V. Burkov, Wu Chun, V. Burkov, S. Burkova

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Abstract

One of the most important factors of the pipeline buckling is soil distortion. The paper presents the model of the stress-strain state of the pipeline simulated with ANSYS software package and the finite element model of soil-pipe interaction. The analysis of soil distortions nearby the pipeline and its passive resistance is presented herein with due regard for the different pipe depths.

Original language	English
Title of host publication	International Conference of Numerical Analysis and Applied Mathematics, ICNAAM 2016
Publisher	American Institute of Physics Inc.
Volume	1863
ISBN (Electronic)	9780735415386
DOIs	https://doi.org/10.1063/1.4992710
Publication status	Published - 21 Jul 2017
Event	International Conference of Numerical Analysis and Applied Mathematics 2016, ICNAAM 2016 - Rhodes, Greece Duration: 19 Sep 2016 → 25 Sep 2016

Conference

Conference	International Conference of Numerical Analysis and Applied Mathematics 2016, ICNAAM 2016
Country	Greece
City	Rhodes
Period	19.9.16 → 25.9.16

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ASJC Scopus subject areas

Physics and Astronomy(all)

Cite this

Burkov, V., Chun, W., Burkov, V., & Burkova, S. (2017). FEM analysis of soil-pipe interaction. In International Conference of Numerical Analysis and Applied Mathematics, ICNAAM 2016 (Vol. 1863). [560027] American Institute of Physics Inc.. https://doi.org/10.1063/1.4992710

Burkov, V, Chun, W, Burkov, V & Burkova, S 2017, FEM analysis of soil-pipe interaction. in International Conference of Numerical Analysis and Applied Mathematics, ICNAAM 2016. vol. 1863, 560027, American Institute of Physics Inc., International Conference of Numerical Analysis and Applied Mathematics 2016, ICNAAM 2016, Rhodes, Greece, 19.9.16. https://doi.org/10.1063/1.4992710

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AB - One of the most important factors of the pipeline buckling is soil distortion. The paper presents the model of the stress-strain state of the pipeline simulated with ANSYS software package and the finite element model of soil-pipe interaction. The analysis of soil distortions nearby the pipeline and its passive resistance is presented herein with due regard for the different pipe depths.

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Access to Document

10.1063/1.4992710