Finite element shear models of thin-walled structures of water management systems of agro-industrial complex

The article presents an algorithm for constructing a finite element model of deformation of thin-walled structures such as pipelines, tanks, bunkers included in the structure of the agro-industrial complex. The proposed model takes into account the deformation of the transverse shear. As a finite el...

Full description

Bibliographic Details
Main Authors: Klochkov Yuriy, Ishchanov Tlek, Andreev Alexandr, Klochkov Mikhail
Format: Article
Language:English
Published: EDP Sciences 2020-01-01
Series:BIO Web of Conferences
Online Access:https://www.bio-conferences.org/articles/bioconf/full_html/2020/01/bioconf_fies2020_00133/bioconf_fies2020_00133.html
id doaj-b5dfd853185a4011a27020ee2103a2d4
record_format Article
spelling doaj-b5dfd853185a4011a27020ee2103a2d42021-04-02T16:12:56ZengEDP SciencesBIO Web of Conferences2117-44582020-01-01170013310.1051/bioconf/20201700133bioconf_fies2020_00133Finite element shear models of thin-walled structures of water management systems of agro-industrial complexKlochkov YuriyIshchanov TlekAndreev AlexandrKlochkov MikhailThe article presents an algorithm for constructing a finite element model of deformation of thin-walled structures such as pipelines, tanks, bunkers included in the structure of the agro-industrial complex. The proposed model takes into account the deformation of the transverse shear. As a finite element, it is proposed to use a quadrangular fragment of the middle surface of a thin-walled structure of the agro-industrial complex with nodes located at its vertices. The components of the displacement vector and their partial derivatives of the first order with respect to curvilinear coordinates, as well as the components of the normal rotation angle vector, were chosen as the required unknowns. In the construction of the finite element model, the developed interpolation procedure was used for the components of the displacement vector and the component of the normal rotation angle vector as components of vector fields. The efficiency of the proposed finite element models in terms of a significant increase in the accuracy of calculations, the convergence of the computational process and the adequacy of the results to the physical meaning of the problem was proved on the numerical example of the calculation of the pipeline fragment.https://www.bio-conferences.org/articles/bioconf/full_html/2020/01/bioconf_fies2020_00133/bioconf_fies2020_00133.html
collection DOAJ
language English
format Article
sources DOAJ
author Klochkov Yuriy
Ishchanov Tlek
Andreev Alexandr
Klochkov Mikhail
spellingShingle Klochkov Yuriy
Ishchanov Tlek
Andreev Alexandr
Klochkov Mikhail
Finite element shear models of thin-walled structures of water management systems of agro-industrial complex
BIO Web of Conferences
author_facet Klochkov Yuriy
Ishchanov Tlek
Andreev Alexandr
Klochkov Mikhail
author_sort Klochkov Yuriy
title Finite element shear models of thin-walled structures of water management systems of agro-industrial complex
title_short Finite element shear models of thin-walled structures of water management systems of agro-industrial complex
title_full Finite element shear models of thin-walled structures of water management systems of agro-industrial complex
title_fullStr Finite element shear models of thin-walled structures of water management systems of agro-industrial complex
title_full_unstemmed Finite element shear models of thin-walled structures of water management systems of agro-industrial complex
title_sort finite element shear models of thin-walled structures of water management systems of agro-industrial complex
publisher EDP Sciences
series BIO Web of Conferences
issn 2117-4458
publishDate 2020-01-01
description The article presents an algorithm for constructing a finite element model of deformation of thin-walled structures such as pipelines, tanks, bunkers included in the structure of the agro-industrial complex. The proposed model takes into account the deformation of the transverse shear. As a finite element, it is proposed to use a quadrangular fragment of the middle surface of a thin-walled structure of the agro-industrial complex with nodes located at its vertices. The components of the displacement vector and their partial derivatives of the first order with respect to curvilinear coordinates, as well as the components of the normal rotation angle vector, were chosen as the required unknowns. In the construction of the finite element model, the developed interpolation procedure was used for the components of the displacement vector and the component of the normal rotation angle vector as components of vector fields. The efficiency of the proposed finite element models in terms of a significant increase in the accuracy of calculations, the convergence of the computational process and the adequacy of the results to the physical meaning of the problem was proved on the numerical example of the calculation of the pipeline fragment.
url https://www.bio-conferences.org/articles/bioconf/full_html/2020/01/bioconf_fies2020_00133/bioconf_fies2020_00133.html
work_keys_str_mv AT klochkovyuriy finiteelementshearmodelsofthinwalledstructuresofwatermanagementsystemsofagroindustrialcomplex
AT ishchanovtlek finiteelementshearmodelsofthinwalledstructuresofwatermanagementsystemsofagroindustrialcomplex
AT andreevalexandr finiteelementshearmodelsofthinwalledstructuresofwatermanagementsystemsofagroindustrialcomplex
AT klochkovmikhail finiteelementshearmodelsofthinwalledstructuresofwatermanagementsystemsofagroindustrialcomplex
_version_ 1721557566946803712