Modeling and assessment of the stress-strain state of above-ground pipelines at different types of compensation sections

The development of Russian fuel and energy complex in the short term is connected with the development of new hydrocarbon field in the permafrost zone and the need to build Arctic pipelines north of the 60th parallel. The ground-based structural scheme of pipeline laying is the most optimal while co...

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Main Authors: Besheryan Z.A., Kantemirov I.F.
Format: Article
Language:English
Published: EDP Sciences 2021-01-01
Series:E3S Web of Conferences
Online Access:https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/42/e3sconf_ti2021_01022.pdf
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spelling doaj-10ac009d94dd42f4bdb9e284e77842be2021-06-11T07:18:50ZengEDP SciencesE3S Web of Conferences2267-12422021-01-012660102210.1051/e3sconf/202126601022e3sconf_ti2021_01022Modeling and assessment of the stress-strain state of above-ground pipelines at different types of compensation sectionsBesheryan Z.A.Kantemirov I.F.The development of Russian fuel and energy complex in the short term is connected with the development of new hydrocarbon field in the permafrost zone and the need to build Arctic pipelines north of the 60th parallel. The ground-based structural scheme of pipeline laying is the most optimal while constructing trunk pipelines in permafrost areas in the Arctic and subarctic latitudes. The actual operating conditions of these systems are insufficiently studied. The above-ground pipeline in permafrost is in an complex stress-strain state. This study presents the results of the assessment of the stress-strain state of linearly extended above-ground pipelines at different compensation sections (triangular compensator; trapezoidal compensator; U-shaped compensator) under actual operating conditions. Using the finite element method on mathematical models, the dependences of the transverse displacements of the pipeline on movable supports and stresses arising in dangerous sections of the typical pipeline section during self-compensation of deformations on the variable design parameters of the system for various load combinations were established (the simulation was carried out in the ANSYS software package).https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/42/e3sconf_ti2021_01022.pdf
collection DOAJ
language English
format Article
sources DOAJ
author Besheryan Z.A.
Kantemirov I.F.
spellingShingle Besheryan Z.A.
Kantemirov I.F.
Modeling and assessment of the stress-strain state of above-ground pipelines at different types of compensation sections
E3S Web of Conferences
author_facet Besheryan Z.A.
Kantemirov I.F.
author_sort Besheryan Z.A.
title Modeling and assessment of the stress-strain state of above-ground pipelines at different types of compensation sections
title_short Modeling and assessment of the stress-strain state of above-ground pipelines at different types of compensation sections
title_full Modeling and assessment of the stress-strain state of above-ground pipelines at different types of compensation sections
title_fullStr Modeling and assessment of the stress-strain state of above-ground pipelines at different types of compensation sections
title_full_unstemmed Modeling and assessment of the stress-strain state of above-ground pipelines at different types of compensation sections
title_sort modeling and assessment of the stress-strain state of above-ground pipelines at different types of compensation sections
publisher EDP Sciences
series E3S Web of Conferences
issn 2267-1242
publishDate 2021-01-01
description The development of Russian fuel and energy complex in the short term is connected with the development of new hydrocarbon field in the permafrost zone and the need to build Arctic pipelines north of the 60th parallel. The ground-based structural scheme of pipeline laying is the most optimal while constructing trunk pipelines in permafrost areas in the Arctic and subarctic latitudes. The actual operating conditions of these systems are insufficiently studied. The above-ground pipeline in permafrost is in an complex stress-strain state. This study presents the results of the assessment of the stress-strain state of linearly extended above-ground pipelines at different compensation sections (triangular compensator; trapezoidal compensator; U-shaped compensator) under actual operating conditions. Using the finite element method on mathematical models, the dependences of the transverse displacements of the pipeline on movable supports and stresses arising in dangerous sections of the typical pipeline section during self-compensation of deformations on the variable design parameters of the system for various load combinations were established (the simulation was carried out in the ANSYS software package).
url https://www.e3s-conferences.org/articles/e3sconf/pdf/2021/42/e3sconf_ti2021_01022.pdf
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