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The deformation of cylindrical shells subjected to radial loads

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Resumo:Cylindrical shells have a simple geometry and application in pressure vessels and piping engineering. The development of calculation algorithms in structural project is impelled by a constant challenge in the search of more accurate and fast design tools in engineering. The objective of this work is to contribute with a simple and reliable numerical tool for the stress analysis of cylindrical vessels subjected to generalized forces. A hybrid formulation in the definition of forces and displacements is proposed for cylindrical shells subjected to radial loads. Variational techniques coupled with functional analysis are used to obtain an optimized solution for the shell displacement and further stress field evaluation. As it is not possible to obtain exact solutions for the displacements or deformation field whenever the external loads are either concentrate or locally distributed, the solution here proposed deals with the combination of unknown analytic functions combined with Fourier expansions, where the former depend on the axial shell coordinate and the trigonometric terms are dependent upon the cylinder circumferential polar angle. These functions are expanded in Fourier series where displacement amplitudes are combined with trigonometric terms. The result is a system of ordinary differential equations where the solution is analytic after evaluation of eigenvalues and eigenvectors. The boundary conditions are then used to reach the final solution. As an example a large cylindrical shell subjected to pinching loads is considered. The results for the radial displacement and section ovalization are analyzed where the solution was obtained with three terms (nq=6) for the accuracy is acceptable in this case. The transverse displacement presents important dependence on the shell thickness vs radius, as the shell can be a thin-walled one (this case is included in the presented example) up to a moderately thick one, where the surface displacement ranges until the extreme edges, which is not the case analyzed. The proposed method leads to accurate results with a relatively low complexity input data. For conclusions of this work it is remarked that the definitions of the load system and boundary conditions are easily processed as the method has pre-defined possibilities for each load case or edge boundary conditions. An analytic solution is obtained and a low number of terms in the Fourier series show good accuracy. A comparison with finite element methods is presented.
Autores principais:Madureira, M.L.R.
Outros Autores:Fonseca, E.M.M.; Melo, F.J.M.Q. de
Assunto:Piping engineering Fourier series System of differential equations Boundary conditions
Ano:2010
País:Portugal
Tipo de documento:comunicação em conferência
Tipo de acesso:acesso aberto
Instituição associada:Instituto Politécnico de Bragança
Idioma:inglês
Origem:Biblioteca Digital do IPB
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author Madureira, M.L.R.
author2 Fonseca, E.M.M.
Melo, F.J.M.Q. de
author2_role author
author
author_facet Madureira, M.L.R.
Fonseca, E.M.M.
Melo, F.J.M.Q. de
author_role author
contributor_name_str_mv Biblioteca Digital do IPB
country_str PT
creators_json_txt [{\"Person.name\":\"Madureira, M.L.R.\"},{\"Person.name\":\"Fonseca, E.M.M.\",\"Person.identifier.orcid\":\"0000-0003-1854-6514\"},{\"Person.name\":\"Melo, F.J.M.Q. de\"}]
datacite.contributors.contributor.contributorName.fl_str_mv Biblioteca Digital do IPB
datacite.creators.creator.creatorName.fl_str_mv Madureira, M.L.R.
Fonseca, E.M.M.
Melo, F.J.M.Q. de
datacite.date.Accepted.fl_str_mv 2010-01-01T00:00:00Z
datacite.date.available.fl_str_mv 2010-01-29T14:22:37Z
datacite.date.embargoed.fl_str_mv 2010-01-29T14:22:37Z
datacite.rights.fl_str_mv http://purl.org/coar/access_right/c_abf2
datacite.subjects.subject.fl_str_mv Piping engineering
Fourier series
System of differential equations
Boundary conditions
datacite.titles.title.fl_str_mv The deformation of cylindrical shells subjected to radial loads
dc.contributor.none.fl_str_mv Biblioteca Digital do IPB
dc.creator.none.fl_str_mv Madureira, M.L.R.
Fonseca, E.M.M.
Melo, F.J.M.Q. de
dc.date.Accepted.fl_str_mv 2010-01-01T00:00:00Z
dc.date.available.fl_str_mv 2010-01-29T14:22:37Z
dc.date.embargoed.fl_str_mv 2010-01-29T14:22:37Z
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv http://hdl.handle.net/10198/1568
dc.language.none.fl_str_mv eng
dc.publisher.none.fl_str_mv Universidade de São Paulo
dc.rights.none.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.subject.none.fl_str_mv Piping engineering
Fourier series
System of differential equations
Boundary conditions
dc.title.fl_str_mv The deformation of cylindrical shells subjected to radial loads
dc.type.none.fl_str_mv http://purl.org/coar/resource_type/c_5794
description Cylindrical shells have a simple geometry and application in pressure vessels and piping engineering. The development of calculation algorithms in structural project is impelled by a constant challenge in the search of more accurate and fast design tools in engineering. The objective of this work is to contribute with a simple and reliable numerical tool for the stress analysis of cylindrical vessels subjected to generalized forces. A hybrid formulation in the definition of forces and displacements is proposed for cylindrical shells subjected to radial loads. Variational techniques coupled with functional analysis are used to obtain an optimized solution for the shell displacement and further stress field evaluation. As it is not possible to obtain exact solutions for the displacements or deformation field whenever the external loads are either concentrate or locally distributed, the solution here proposed deals with the combination of unknown analytic functions combined with Fourier expansions, where the former depend on the axial shell coordinate and the trigonometric terms are dependent upon the cylinder circumferential polar angle. These functions are expanded in Fourier series where displacement amplitudes are combined with trigonometric terms. The result is a system of ordinary differential equations where the solution is analytic after evaluation of eigenvalues and eigenvectors. The boundary conditions are then used to reach the final solution. As an example a large cylindrical shell subjected to pinching loads is considered. The results for the radial displacement and section ovalization are analyzed where the solution was obtained with three terms (nq=6) for the accuracy is acceptable in this case. The transverse displacement presents important dependence on the shell thickness vs radius, as the shell can be a thin-walled one (this case is included in the presented example) up to a moderately thick one, where the surface displacement ranges until the extreme edges, which is not the case analyzed. The proposed method leads to accurate results with a relatively low complexity input data. For conclusions of this work it is remarked that the definitions of the load system and boundary conditions are easily processed as the method has pre-defined possibilities for each load case or edge boundary conditions. An analytic solution is obtained and a low number of terms in the Fourier series show good accuracy. A comparison with finite element methods is presented.
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person_str_mv Madureira, M.L.R.
Fonseca, E.M.M.
Fonseca, E.M.M.
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EB17-92E5-8374
http://orcid.org/0000-0003-1854-6514
0000-0003-1854-6514
Melo, F.J.M.Q. de
publishDate 2010
publisher.none.fl_str_mv Universidade de São Paulo
reponame_str Biblioteca Digital do IPB
repository_id_str urn:repositoryAcronym:ipb
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spelling engUniversidade de São PauloptCylindrical shells have a simple geometry and application in pressure vessels and piping engineering. The development of calculation algorithms in structural project is impelled by a constant challenge in the search of more accurate and fast design tools in engineering. The objective of this work is to contribute with a simple and reliable numerical tool for the stress analysis of cylindrical vessels subjected to generalized forces. A hybrid formulation in the definition of forces and displacements is proposed for cylindrical shells subjected to radial loads. Variational techniques coupled with functional analysis are used to obtain an optimized solution for the shell displacement and further stress field evaluation. As it is not possible to obtain exact solutions for the displacements or deformation field whenever the external loads are either concentrate or locally distributed, the solution here proposed deals with the combination of unknown analytic functions combined with Fourier expansions, where the former depend on the axial shell coordinate and the trigonometric terms are dependent upon the cylinder circumferential polar angle. These functions are expanded in Fourier series where displacement amplitudes are combined with trigonometric terms. The result is a system of ordinary differential equations where the solution is analytic after evaluation of eigenvalues and eigenvectors. The boundary conditions are then used to reach the final solution. As an example a large cylindrical shell subjected to pinching loads is considered. The results for the radial displacement and section ovalization are analyzed where the solution was obtained with three terms (nq=6) for the accuracy is acceptable in this case. The transverse displacement presents important dependence on the shell thickness vs radius, as the shell can be a thin-walled one (this case is included in the presented example) up to a moderately thick one, where the surface displacement ranges until the extreme edges, which is not the case analyzed. The proposed method leads to accurate results with a relatively low complexity input data. For conclusions of this work it is remarked that the definitions of the load system and boundary conditions are easily processed as the method has pre-defined possibilities for each load case or edge boundary conditions. An analytic solution is obtained and a low number of terms in the Fourier series show good accuracy. A comparison with finite element methods is presented.application/pdfptThe deformation of cylindrical shells subjected to radial loadsMadureira, M.L.R.PersonalFonseca, E.M.M.DSpacehttp://dspace.org/items/bff18bdf-825b-4b45-9774-4f9d94cbe33eDSpacehttp://dspace.org/items/bff18bdf-825b-4b45-9774-4f9d94cbe33eFonsecaElza M. M.Ciência IDhttps://www.ciencia-id.ptEB17-92E5-8374ORCIDhttp://orcid.org0000-0003-1854-6514Researcher IDhttps://www.researcherid.comD-4604-2011Scopus Author IDhttps://www.scopus.com7102526169Melo, F.J.M.Q. deHostingInstitutionOrganizationalBiblioteca Digital do IPBe-mailmailto:dspace@ipb.ptdspace@ipb.pt2010-01-29T14:22:37Z201020102010-01-18T11:55:39Z2010-01-01T00:00:00ZHandlehttp://hdl.handle.net/10198/1568http://purl.org/coar/access_right/c_abf2open accessPiping engineeringFourier seriesSystem of differential equationsBoundary conditions183255 bytesother research producthttp://purl.org/coar/resource_type/c_5794conference paperhttp://purl.org/coar/access_right/c_abf2application/pdffulltexthttps://bibliotecadigital.ipb.pt/bitstreams/8bad33f8-0674-48f6-8290-39c43d36c360/download11th Pan-American Congress of Applied Mechanics. January 04 - 08, 2010Foz do Iguaçu, Brasil
spellingShingle The deformation of cylindrical shells subjected to radial loads
Madureira, M.L.R.
Piping engineering
Fourier series
System of differential equations
Boundary conditions
status SINGLETON
subject.fl_str_mv Piping engineering
Fourier series
System of differential equations
Boundary conditions
title The deformation of cylindrical shells subjected to radial loads
title_full The deformation of cylindrical shells subjected to radial loads
title_fullStr The deformation of cylindrical shells subjected to radial loads
title_full_unstemmed The deformation of cylindrical shells subjected to radial loads
title_short The deformation of cylindrical shells subjected to radial loads
title_sort The deformation of cylindrical shells subjected to radial loads
topic Piping engineering
Fourier series
System of differential equations
Boundary conditions
topic_facet Piping engineering
Fourier series
System of differential equations
Boundary conditions
url http://hdl.handle.net/10198/1568
visible 1