Improving the method for assessment of bending stresses in the wall of an underground pipeline

Brief information about modern methods for determining the bending stresses of the extended sections of underground main pipelines without access to the pipeline generatrix is given. The necessity of modernizing methods based on determining the configuration of the pipeline axis from the soil surfac...

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Main Authors: Ruslan V. Aginey, Alexei A. Firstov
Format: Article
Language:English
Published: Saint-Petersburg Mining University 2022-11-01
Series:Записки Горного института
Subjects:
Online Access:https://pmi.spmi.ru/index.php/pmi/article/view/15857?setLocale=en_US
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author Ruslan V. Aginey
Alexei A. Firstov
author_facet Ruslan V. Aginey
Alexei A. Firstov
author_sort Ruslan V. Aginey
collection DOAJ
description Brief information about modern methods for determining the bending stresses of the extended sections of underground main pipelines without access to the pipeline generatrix is given. The necessity of modernizing methods based on determining the configuration of the pipeline axis from the soil surface with subsequent calculation of bending stresses based on the obtained data is substantiated. A mathematical model that allows to calculate the optimal parameters for surveying the axis of the pipeline from the soil surface for a pipeline of arbitrary configuration and depth, when planning a study, is proposed. Bench tests of the BITA-1 pipeline finder were carried out to determine the error in measuring the depth of the pipeline axis. It is proved that the deviations of the pipeline finder data relative to the true values in narrow depth intervals follow a normal distribution and do not change their sign. The confidence intervals of the error in determining the depth of the pipeline axis for the BITA-1 device are presented.
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spelling doaj.art-346282a2fbec49249772cb7f064d85e72023-01-20T02:04:52ZengSaint-Petersburg Mining UniversityЗаписки Горного института2411-33362541-94042022-11-0125774475410.31897/PMI.2022.6415857Improving the method for assessment of bending stresses in the wall of an underground pipelineRuslan V. Aginey0https://orcid.org/0000-0002-5982-8983Alexei A. Firstov1https://orcid.org/0000-0002-3979-9898Ukhta State Technical UniversitySaint Petersburg Mining UniversityBrief information about modern methods for determining the bending stresses of the extended sections of underground main pipelines without access to the pipeline generatrix is given. The necessity of modernizing methods based on determining the configuration of the pipeline axis from the soil surface with subsequent calculation of bending stresses based on the obtained data is substantiated. A mathematical model that allows to calculate the optimal parameters for surveying the axis of the pipeline from the soil surface for a pipeline of arbitrary configuration and depth, when planning a study, is proposed. Bench tests of the BITA-1 pipeline finder were carried out to determine the error in measuring the depth of the pipeline axis. It is proved that the deviations of the pipeline finder data relative to the true values in narrow depth intervals follow a normal distribution and do not change their sign. The confidence intervals of the error in determining the depth of the pipeline axis for the BITA-1 device are presented.https://pmi.spmi.ru/index.php/pmi/article/view/15857?setLocale=en_USbending stressesstress-strain statemain pipelinepipeline finder
spellingShingle Ruslan V. Aginey
Alexei A. Firstov
Improving the method for assessment of bending stresses in the wall of an underground pipeline
Записки Горного института
bending stresses
stress-strain state
main pipeline
pipeline finder
title Improving the method for assessment of bending stresses in the wall of an underground pipeline
title_full Improving the method for assessment of bending stresses in the wall of an underground pipeline
title_fullStr Improving the method for assessment of bending stresses in the wall of an underground pipeline
title_full_unstemmed Improving the method for assessment of bending stresses in the wall of an underground pipeline
title_short Improving the method for assessment of bending stresses in the wall of an underground pipeline
title_sort improving the method for assessment of bending stresses in the wall of an underground pipeline
topic bending stresses
stress-strain state
main pipeline
pipeline finder
url https://pmi.spmi.ru/index.php/pmi/article/view/15857?setLocale=en_US
work_keys_str_mv AT ruslanvaginey improvingthemethodforassessmentofbendingstressesinthewallofanundergroundpipeline
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