Non-linear buckling and postbuckling behavior of thin-walled beams considering shear deformation

The static stability of thin-walled composite beams, considering shear deformation and geometrical non-linear coupling, subjected to transverse external force has been investigated in this paper. The theory is formulated in the context of large displacements and rotations, through the adoption of a...

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Detalhes bibliográficos
Autor: Machado, Sebastián Pablo
Tipo de documento: artigo
Estado:Versão publicada
Data de publicação:2008
País:Argentina
Recursos:Consejo Nacional de Investigaciones Científicas y Técnicas
Repositório:CONICET Digital (CONICET)
Idioma:inglês
OAI Identifier:oai:ri.conicet.gov.ar:11336/73466
Acesso em linha:http://hdl.handle.net/11336/73466
Access Level:Acceso aberto
Palavra-chave:Postbuckling
Prebuckling
Ritz Method
Shear Flexibility
Thin-Walled Beams
https://purl.org/becyt/ford/2.5
https://purl.org/becyt/ford/2
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repository_id_str
spelling Non-linear buckling and postbuckling behavior of thin-walled beams considering shear deformationMachado, Sebastián PabloPostbucklingPrebucklingRitz MethodShear FlexibilityThin-Walled Beamshttps://purl.org/becyt/ford/2.5https://purl.org/becyt/ford/2The static stability of thin-walled composite beams, considering shear deformation and geometrical non-linear coupling, subjected to transverse external force has been investigated in this paper. The theory is formulated in the context of large displacements and rotations, through the adoption of a shear deformable displacement field (accounting for bending and warping shear) considering moderate bending rotations and large twist. This non-linear formulation is used for analyzing the prebuckling and postbuckling behavior of simply supported, cantilever and fixed-end beams subjected to different load condition. Ritz's method is applied in order to discretize the non-linear differential system and the resultant algebraic equations are solved by means of an incremental Newton-Rapshon method. The numerical results show that the beam loses its stability through a stable symmetric bifurcation point and the postbuckling strength is in relation with the buckling load value. Classical predictions of lateral buckling are conservative when the prebuckling displacements are not negligible and the non-linear buckling analysis is required for reliable solutions. The analysis is supplemented by investigating the effects of the variation of load height parameter. In addition, the critical load values and postbuckling response obtained with the present beam model are compared with the results obtained with a shell finite element model (Abaqus).Fil: Machado, Sebastián Pablo. Universidad Tecnológica Nacional. Facultad Regional Bahía Blanca. Grupo de Análisis de Sistemas Mecánicos; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Bahía Blanca; ArgentinaPergamon-Elsevier Science Ltd2008-06info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/73466Machado, Sebastián Pablo; Non-linear buckling and postbuckling behavior of thin-walled beams considering shear deformation; Pergamon-Elsevier Science Ltd; International Journal Of Non-linear Mechanics; 43; 5; 6-2008; 345-3650020-7462CONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/doi/10.1016/j.ijnonlinmec.2007.12.019info:eu-repo/semantics/altIdentifier/url/https://www.sciencedirect.com/science/article/pii/S0020746208000036info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2024-05-08T14:15:18Zoai:ri.conicet.gov.ar:11336/73466instacron:CONICETInstitucionalhttp://ri.conicet.gov.ar/Organismo científico-tecnológicoNo correspondehttp://ri.conicet.gov.ar/oai/requestdasensio@conicet.gov.ar; lcarlino@conicet.gov.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:34982024-05-08 14:15:18.971CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv Non-linear buckling and postbuckling behavior of thin-walled beams considering shear deformation
title Non-linear buckling and postbuckling behavior of thin-walled beams considering shear deformation
spellingShingle Non-linear buckling and postbuckling behavior of thin-walled beams considering shear deformation
Machado, Sebastián Pablo
Postbuckling
Prebuckling
Ritz Method
Shear Flexibility
Thin-Walled Beams
https://purl.org/becyt/ford/2.5
https://purl.org/becyt/ford/2
title_short Non-linear buckling and postbuckling behavior of thin-walled beams considering shear deformation
title_full Non-linear buckling and postbuckling behavior of thin-walled beams considering shear deformation
title_fullStr Non-linear buckling and postbuckling behavior of thin-walled beams considering shear deformation
title_full_unstemmed Non-linear buckling and postbuckling behavior of thin-walled beams considering shear deformation
title_sort Non-linear buckling and postbuckling behavior of thin-walled beams considering shear deformation
dc.creator.none.fl_str_mv Machado, Sebastián Pablo
author Machado, Sebastián Pablo
author_facet Machado, Sebastián Pablo
author_role author
dc.subject.none.fl_str_mv Postbuckling
Prebuckling
Ritz Method
Shear Flexibility
Thin-Walled Beams
https://purl.org/becyt/ford/2.5
https://purl.org/becyt/ford/2
topic Postbuckling
Prebuckling
Ritz Method
Shear Flexibility
Thin-Walled Beams
https://purl.org/becyt/ford/2.5
https://purl.org/becyt/ford/2
description The static stability of thin-walled composite beams, considering shear deformation and geometrical non-linear coupling, subjected to transverse external force has been investigated in this paper. The theory is formulated in the context of large displacements and rotations, through the adoption of a shear deformable displacement field (accounting for bending and warping shear) considering moderate bending rotations and large twist. This non-linear formulation is used for analyzing the prebuckling and postbuckling behavior of simply supported, cantilever and fixed-end beams subjected to different load condition. Ritz's method is applied in order to discretize the non-linear differential system and the resultant algebraic equations are solved by means of an incremental Newton-Rapshon method. The numerical results show that the beam loses its stability through a stable symmetric bifurcation point and the postbuckling strength is in relation with the buckling load value. Classical predictions of lateral buckling are conservative when the prebuckling displacements are not negligible and the non-linear buckling analysis is required for reliable solutions. The analysis is supplemented by investigating the effects of the variation of load height parameter. In addition, the critical load values and postbuckling response obtained with the present beam model are compared with the results obtained with a shell finite element model (Abaqus).
publishDate 2008
dc.date.none.fl_str_mv 2008-06
dc.type.none.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
http://purl.org/coar/resource_type/c_6501
info:ar-repo/semantics/articulo
format article
status_str publishedVersion
dc.identifier.none.fl_str_mv http://hdl.handle.net/11336/73466
Machado, Sebastián Pablo; Non-linear buckling and postbuckling behavior of thin-walled beams considering shear deformation; Pergamon-Elsevier Science Ltd; International Journal Of Non-linear Mechanics; 43; 5; 6-2008; 345-365
0020-7462
CONICET Digital
CONICET
url http://hdl.handle.net/11336/73466
identifier_str_mv Machado, Sebastián Pablo; Non-linear buckling and postbuckling behavior of thin-walled beams considering shear deformation; Pergamon-Elsevier Science Ltd; International Journal Of Non-linear Mechanics; 43; 5; 6-2008; 345-365
0020-7462
CONICET Digital
CONICET
dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv info:eu-repo/semantics/altIdentifier/doi/10.1016/j.ijnonlinmec.2007.12.019
info:eu-repo/semantics/altIdentifier/url/https://www.sciencedirect.com/science/article/pii/S0020746208000036
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
eu_rights_str_mv openAccess
rights_invalid_str_mv https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
dc.format.none.fl_str_mv application/pdf
application/pdf
dc.publisher.none.fl_str_mv Pergamon-Elsevier Science Ltd
publisher.none.fl_str_mv Pergamon-Elsevier Science Ltd
dc.source.none.fl_str_mv reponame:CONICET Digital (CONICET)
instname:Consejo Nacional de Investigaciones Científicas y Técnicas
instname_str Consejo Nacional de Investigaciones Científicas y Técnicas
reponame_str CONICET Digital (CONICET)
collection CONICET Digital (CONICET)
repository.name.fl_str_mv CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicas
repository.mail.fl_str_mv dasensio@conicet.gov.ar; lcarlino@conicet.gov.ar
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score 15,812429

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