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...
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EDP Sciences
2020-01-01
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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 |
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1721557566946803712 |