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A unified energy formulation for the stability analysis of open and closed thin-walled members in the framework of the generalized beam theory

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Resumo:Generalized beam theory--GBT--is among the most adequate tools for the analysis of thin-walled prismatic elements. It enables the analysis of the distortion of the element cross-section and local buckling of individual walls in a unified manner that incorporates the results from classical bending theory. The basis of this theory was developed in the 1960s by Schardt for first and second order elastic behaviour of thin-walled members.
Autores principais:Simão, P.
Outros Autores:Silva, L. Simões da
Assunto:Thin-walled members Generalized beam theory Local buckling Distortional buckling Mode interaction
Ano:2004
País:Portugal
Tipo de documento:artigo
Tipo de acesso:acesso aberto
Instituição associada:Universidade de Coimbra
Idioma:inglês
Origem:Estudo Geral - Universidade de Coimbra
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author Simão, P.
author2 Silva, L. Simões da
author2_role author
author_facet Simão, P.
Silva, L. Simões da
author_role author
country_str PT
creators_json_txt [{\"Person.name\":\"Simão, P.\"},{\"Person.name\":\"Silva, L. Simões da\"}]
datacite.creators.creator.creatorName.fl_str_mv Simão, P.
Silva, L. Simões da
datacite.rights.fl_str_mv http://purl.org/coar/access_right/c_abf2
datacite.subjects.subject.fl_str_mv Thin-walled members
Generalized beam theory
Local buckling
Distortional buckling
Mode interaction
datacite.titles.title.fl_str_mv A unified energy formulation for the stability analysis of open and closed thin-walled members in the framework of the generalized beam theory
dc.creator.none.fl_str_mv Simão, P.
Silva, L. Simões da
dc.description.none.fl_str_mv http://www.sciencedirect.com/science/article/B6V59-4CDHH8M-2/1/0dc966f0e6162a1c782229da7969d09f
dc.format.none.fl_str_mv aplication/PDF
dc.identifier.none.fl_str_mv https://hdl.handle.net/10316/3984
dc.language.none.fl_str_mv eng
dc.rights.none.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.subject.none.fl_str_mv Thin-walled members
Generalized beam theory
Local buckling
Distortional buckling
Mode interaction
dc.title.fl_str_mv A unified energy formulation for the stability analysis of open and closed thin-walled members in the framework of the generalized beam theory
dc.type.none.fl_str_mv http://purl.org/coar/resource_type/c_6501
description Generalized beam theory--GBT--is among the most adequate tools for the analysis of thin-walled prismatic elements. It enables the analysis of the distortion of the element cross-section and local buckling of individual walls in a unified manner that incorporates the results from classical bending theory. The basis of this theory was developed in the 1960s by Schardt for first and second order elastic behaviour of thin-walled members.
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eu_rights_str_mv openAccess
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identifier.url.fl_str_mv https://hdl.handle.net/10316/3984
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institution Universidade de Coimbra
instname_str Universidade de Coimbra
language eng
network_acronym_str estudogl
network_name_str Estudo Geral - Universidade de Coimbra
oai_identifier_str oai:estudogeral.uc.pt:10316/3984
organization_str_mv urn:organizationAcronym:uc
person_str_mv Simão, P.
Silva, L. Simões da
publishDate 2004
reponame_str Estudo Geral - Universidade de Coimbra
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service_str_mv urn:repositoryAcronym:estudogl
spelling A unified energy formulation for the stability analysis of open and closed thin-walled members in the framework of the generalized beam theorySimão, P.Silva, L. Simões daThin-walled membersGeneralized beam theoryLocal bucklingDistortional bucklingMode interactionopen accesshttp://purl.org/coar/access_right/c_abf2https://hdl.handle.net/10316/3984HandleThin-Walled Structures. 42:10 (2004) 1495-1517N/AHasVersionhttps://hdl.handle.net/10316/3984Handlehttps://doi.org/10.1016/j.tws.2004.03.021DOI2004Generalized beam theory--GBT--is among the most adequate tools for the analysis of thin-walled prismatic elements. It enables the analysis of the distortion of the element cross-section and local buckling of individual walls in a unified manner that incorporates the results from classical bending theory. The basis of this theory was developed in the 1960s by Schardt for first and second order elastic behaviour of thin-walled members.http://www.sciencedirect.com/science/article/B6V59-4CDHH8M-2/1/0dc966f0e6162a1c782229da7969d09fengaplication/PDFjournal articlehttp://purl.org/coar/resource_type/c_6501literature
spellingShingle A unified energy formulation for the stability analysis of open and closed thin-walled members in the framework of the generalized beam theory
Simão, P.
Thin-walled members
Generalized beam theory
Local buckling
Distortional buckling
Mode interaction
status SINGLETON
subject.fl_str_mv Thin-walled members
Generalized beam theory
Local buckling
Distortional buckling
Mode interaction
title A unified energy formulation for the stability analysis of open and closed thin-walled members in the framework of the generalized beam theory
title_full A unified energy formulation for the stability analysis of open and closed thin-walled members in the framework of the generalized beam theory
title_fullStr A unified energy formulation for the stability analysis of open and closed thin-walled members in the framework of the generalized beam theory
title_full_unstemmed A unified energy formulation for the stability analysis of open and closed thin-walled members in the framework of the generalized beam theory
title_short A unified energy formulation for the stability analysis of open and closed thin-walled members in the framework of the generalized beam theory
title_sort A unified energy formulation for the stability analysis of open and closed thin-walled members in the framework of the generalized beam theory
topic Thin-walled members
Generalized beam theory
Local buckling
Distortional buckling
Mode interaction
topic_facet Thin-walled members
Generalized beam theory
Local buckling
Distortional buckling
Mode interaction
url https://hdl.handle.net/10316/3984
visible 1