Numerical evaluation of the behavior of tubular columns in the connections to I beams with welded reverse channel

Detalhes bibliográficos
Autor(a) principal: Magalhães, Luís
Data de Publicação: 2016
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/10400.11/5456
Resumo: This paper presents results of numerical study on the behaviour of tubular columns in the connections to I beams with U-profiles, effected on the basis of a parametric variation of the most significant characteristics of tubular profiles. The parameters considered are the thicknesses, the widths and the diameters of the tubular columns, the filling with concrete. The main purpose is the characterisation of the nonlinear behaviour of this type of steel joints. The results of the parametric study with numerical models allow correlate the parameters considered with the structural behaviour of the connection, defined by the resistance, the stiffness and the rotation capacity and calibrate the experimental tests. The numerical models are developed with the software LUSAS.
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spelling Numerical evaluation of the behavior of tubular columns in the connections to I beams with welded reverse channelTubular columnsReverse channelNumerical modelsResistenceStiffnessRotation capacityThis paper presents results of numerical study on the behaviour of tubular columns in the connections to I beams with U-profiles, effected on the basis of a parametric variation of the most significant characteristics of tubular profiles. The parameters considered are the thicknesses, the widths and the diameters of the tubular columns, the filling with concrete. The main purpose is the characterisation of the nonlinear behaviour of this type of steel joints. The results of the parametric study with numerical models allow correlate the parameters considered with the structural behaviour of the connection, defined by the resistance, the stiffness and the rotation capacity and calibrate the experimental tests. The numerical models are developed with the software LUSAS.Repositório Científico do Instituto Politécnico de Castelo BrancoMagalhães, LuísRebelo, CarlosJordão, Sandra2017-03-07T11:00:19Z2016-072016-07-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/10400.11/5456engMAGALHÃES, Luís; REBELO, Carlos; JORDÃO, Sandra (2016) - Numerical evaluation of the behavior of tubular columns in the connections to I beams with welded reverse channel. In International Conference on Integrity-Reliability-Failure, 5, Porto, 24-28 July. ISBN: 978-989-98832-5-3. p. 59-70978-989-98832-5-3info: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:RCAAP2023-01-16T11:44:41Zoai:repositorio.ipcb.pt:10400.11/5456Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireopendoar:71602024-03-19T16:36:14.603529Repositório 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 Numerical evaluation of the behavior of tubular columns in the connections to I beams with welded reverse channel
title Numerical evaluation of the behavior of tubular columns in the connections to I beams with welded reverse channel
spellingShingle Numerical evaluation of the behavior of tubular columns in the connections to I beams with welded reverse channel
Magalhães, Luís
Tubular columns
Reverse channel
Numerical models
Resistence
Stiffness
Rotation capacity
title_short Numerical evaluation of the behavior of tubular columns in the connections to I beams with welded reverse channel
title_full Numerical evaluation of the behavior of tubular columns in the connections to I beams with welded reverse channel
title_fullStr Numerical evaluation of the behavior of tubular columns in the connections to I beams with welded reverse channel
title_full_unstemmed Numerical evaluation of the behavior of tubular columns in the connections to I beams with welded reverse channel
title_sort Numerical evaluation of the behavior of tubular columns in the connections to I beams 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 Tubular columns
Reverse channel
Numerical models
Resistence
Stiffness
Rotation capacity
topic Tubular columns
Reverse channel
Numerical models
Resistence
Stiffness
Rotation capacity
description This paper presents results of numerical study on the behaviour of tubular columns in the connections to I beams with U-profiles, effected on the basis of a parametric variation of the most significant characteristics of tubular profiles. The parameters considered are the thicknesses, the widths and the diameters of the tubular columns, the filling with concrete. The main purpose is the characterisation of the nonlinear behaviour of this type of steel joints. The results of the parametric study with numerical models allow correlate the parameters considered with the structural behaviour of the connection, defined by the resistance, the stiffness and the rotation capacity and calibrate the experimental tests. The numerical models are developed with the software LUSAS.
publishDate 2016
dc.date.none.fl_str_mv 2016-07
2016-07-01T00:00:00Z
2017-03-07T11:00:19Z
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/10400.11/5456
url http://hdl.handle.net/10400.11/5456
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv MAGALHÃES, Luís; REBELO, Carlos; JORDÃO, Sandra (2016) - Numerical evaluation of the behavior of tubular columns in the connections to I beams with welded reverse channel. In International Conference on Integrity-Reliability-Failure, 5, Porto, 24-28 July. ISBN: 978-989-98832-5-3. p. 59-70
978-989-98832-5-3
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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