Behaviour of joint components of I beam to tubular columns connections with welded reverse channel

Detalhes bibliográficos
Autor(a) principal: Magalhães, Luís
Data de Publicação: 2015
Outros Autores: Rebelo, Carlos, Jordão, Sandra
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10400.11/2946
Resumo: The main purpose of this investigation is the characterisation of the nonlinear cyclic behaviour of steel joints between I profile beams to hollow section columns with welded reverse channel. In this paper a comparison is made between experimental tests and numerical finite element model results. In the experimental program the characteristics of the nonlinear behaviour of the principal reverse channel components is assessed by means of bending tests. The numerical models are developed in the software LUSAS and calibrated with the results from the experimental tests. The main focus of these tests will be on the results concerning the main components of the reverse channel detail, i.e. web face in bending, flanges panels in shear, compression and tension, in terms of strength, stiffness and rotation capacity. The parameters which have been varied in the tests are the geometry of the loaded area and the dimensions of the flanges and web of the U shaped element.
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spelling Behaviour of joint components of I beam to tubular columns connections with welded reverse channelBeam to column jointsTubular columnsReverse channelNonlinear behaviourComponents testsThe main purpose of this investigation is the characterisation of the nonlinear cyclic behaviour of steel joints between I profile beams to hollow section columns with welded reverse channel. In this paper a comparison is made between experimental tests and numerical finite element model results. In the experimental program the characteristics of the nonlinear behaviour of the principal reverse channel components is assessed by means of bending tests. The numerical models are developed in the software LUSAS and calibrated with the results from the experimental tests. The main focus of these tests will be on the results concerning the main components of the reverse channel detail, i.e. web face in bending, flanges panels in shear, compression and tension, in terms of strength, stiffness and rotation capacity. The parameters which have been varied in the tests are the geometry of the loaded area and the dimensions of the flanges and web of the U shaped element.Repositório Científico do Instituto Politécnico de Castelo BrancoMagalhães, LuísRebelo, CarlosJordão, Sandra2015-09-07T09:45:03Z2015-07-012015-07-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/10400.11/2946engMAGALHÃES, Luís B.; REBELO, Carlos S.; JORDÃO, Sandra S. (2015) - Behaviour of joint components of I beam to tubular columns connections with welded reverse channel. In International Conference on Behavior of Steel Structures in Seismic Areas, 8, Xangai, 1-3 de julho. [S.l. : s.n.]. p. 1-8info:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2023-01-16T11:41:11Zoai:repositorio.ipcb.pt:10400.11/2946Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T16:34:09.320267Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv Behaviour of joint components of I beam to tubular columns connections with welded reverse channel
title Behaviour of joint components of I beam to tubular columns connections with welded reverse channel
spellingShingle Behaviour of joint components of I beam to tubular columns connections with welded reverse channel
Magalhães, Luís
Beam to column joints
Tubular columns
Reverse channel
Nonlinear behaviour
Components tests
title_short Behaviour of joint components of I beam to tubular columns connections with welded reverse channel
title_full Behaviour of joint components of I beam to tubular columns connections with welded reverse channel
title_fullStr Behaviour of joint components of I beam to tubular columns connections with welded reverse channel
title_full_unstemmed Behaviour of joint components of I beam to tubular columns connections with welded reverse channel
title_sort Behaviour of joint components of I beam to tubular columns connections with welded reverse channel
author Magalhães, Luís
author_facet Magalhães, Luís
Rebelo, Carlos
Jordão, Sandra
author_role author
author2 Rebelo, Carlos
Jordão, Sandra
author2_role author
author
dc.contributor.none.fl_str_mv Repositório Científico do Instituto Politécnico de Castelo Branco
dc.contributor.author.fl_str_mv Magalhães, Luís
Rebelo, Carlos
Jordão, Sandra
dc.subject.por.fl_str_mv Beam to column joints
Tubular columns
Reverse channel
Nonlinear behaviour
Components tests
topic Beam to column joints
Tubular columns
Reverse channel
Nonlinear behaviour
Components tests
description The main purpose of this investigation is the characterisation of the nonlinear cyclic behaviour of steel joints between I profile beams to hollow section columns with welded reverse channel. In this paper a comparison is made between experimental tests and numerical finite element model results. In the experimental program the characteristics of the nonlinear behaviour of the principal reverse channel components is assessed by means of bending tests. The numerical models are developed in the software LUSAS and calibrated with the results from the experimental tests. The main focus of these tests will be on the results concerning the main components of the reverse channel detail, i.e. web face in bending, flanges panels in shear, compression and tension, in terms of strength, stiffness and rotation capacity. The parameters which have been varied in the tests are the geometry of the loaded area and the dimensions of the flanges and web of the U shaped element.
publishDate 2015
dc.date.none.fl_str_mv 2015-09-07T09:45:03Z
2015-07-01
2015-07-01T00:00:00Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://hdl.handle.net/10400.11/2946
url http://hdl.handle.net/10400.11/2946
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv MAGALHÃES, Luís B.; REBELO, Carlos S.; JORDÃO, Sandra S. (2015) - Behaviour of joint components of I beam to tubular columns connections with welded reverse channel. In International Conference on Behavior of Steel Structures in Seismic Areas, 8, Xangai, 1-3 de julho. [S.l. : s.n.]. p. 1-8
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.source.none.fl_str_mv reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron:RCAAP
instname_str Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron_str RCAAP
institution RCAAP
reponame_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
collection Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository.name.fl_str_mv Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
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