Static and Dynamic Stresses in Pipeline Built on Damaged Foundation

A deformation model of the buried pipeline under complicated geotechnical conditions of local ground failure is proposed. The effect of displacement of discontinuities in failed ground on the stressed condition and limited equilibrium of pressurized pipe has been studied.

Bibliographic Details
Main Authors: Shatskyi Ivan, Struk Andrii, Vaskovskyi Maksym
Format: Article
Language:English
Published: Sciendo 2017-12-01
Series:Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series
Subjects:
Online Access:http://www.degruyter.com/view/j/tvsb.2017.17.issue-2/tvsb-2017-0036/tvsb-2017-0036.xml?format=INT
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spelling doaj-c2ac317faa244f0bb761f6d1c584c56f2020-11-25T00:40:32ZengSciendoTransactions of the VŠB: Technical University of Ostrava, Civil Engineering Series1804-48242017-12-0117211912410.1515/tvsb-2017-0036tvsb-2017-0036Static and Dynamic Stresses in Pipeline Built on Damaged FoundationShatskyi Ivan0Struk Andrii1Vaskovskyi Maksym2Department of modelling of damping systems, Ivano-Frankivsk Branch of Pidstryhach Institute for Applied Problems of Mechanics and Mathematics, NAS of Ukraine, Mykytunetska str., 3; 76002, Ivano-Frankivsk, Ukraine, phone: (+380) 99 4444 967Department of Structural Mechanics, Institute Architecture, Construction and Tourism, Ivano-Frankivsk National Technical University of Oil and Gas, Karpatska Str., 15, Ivano-Frankivsk, 76019, Ukraine, phone: (+380) 97 9313 537Department of Structural Mechanics, Institute Architecture, Construction and Tourism, Ivano-Frankivsk National Technical University of Oil and Gas, Karpatska Str., 15, Ivano-Frankivsk, 76019, Ukraine, phone: (+380) 99 6586 001A deformation model of the buried pipeline under complicated geotechnical conditions of local ground failure is proposed. The effect of displacement of discontinuities in failed ground on the stressed condition and limited equilibrium of pressurized pipe has been studied.http://www.degruyter.com/view/j/tvsb.2017.17.issue-2/tvsb-2017-0036/tvsb-2017-0036.xml?format=INTBuried pipelineground failurekinematic perturbationstatic and dynamic stress
collection DOAJ
language English
format Article
sources DOAJ
author Shatskyi Ivan
Struk Andrii
Vaskovskyi Maksym
spellingShingle Shatskyi Ivan
Struk Andrii
Vaskovskyi Maksym
Static and Dynamic Stresses in Pipeline Built on Damaged Foundation
Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series
Buried pipeline
ground failure
kinematic perturbation
static and dynamic stress
author_facet Shatskyi Ivan
Struk Andrii
Vaskovskyi Maksym
author_sort Shatskyi Ivan
title Static and Dynamic Stresses in Pipeline Built on Damaged Foundation
title_short Static and Dynamic Stresses in Pipeline Built on Damaged Foundation
title_full Static and Dynamic Stresses in Pipeline Built on Damaged Foundation
title_fullStr Static and Dynamic Stresses in Pipeline Built on Damaged Foundation
title_full_unstemmed Static and Dynamic Stresses in Pipeline Built on Damaged Foundation
title_sort static and dynamic stresses in pipeline built on damaged foundation
publisher Sciendo
series Transactions of the VŠB: Technical University of Ostrava, Civil Engineering Series
issn 1804-4824
publishDate 2017-12-01
description A deformation model of the buried pipeline under complicated geotechnical conditions of local ground failure is proposed. The effect of displacement of discontinuities in failed ground on the stressed condition and limited equilibrium of pressurized pipe has been studied.
topic Buried pipeline
ground failure
kinematic perturbation
static and dynamic stress
url http://www.degruyter.com/view/j/tvsb.2017.17.issue-2/tvsb-2017-0036/tvsb-2017-0036.xml?format=INT
work_keys_str_mv AT shatskyiivan staticanddynamicstressesinpipelinebuiltondamagedfoundation
AT strukandrii staticanddynamicstressesinpipelinebuiltondamagedfoundation
AT vaskovskyimaksym staticanddynamicstressesinpipelinebuiltondamagedfoundation
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