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 |
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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 | |
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 |
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Country | Greece |
City | Rhodes |
Period | 19.9.16 → 25.9.16 |
ASJC Scopus subject areas
- Physics and Astronomy(all)