Development of a numerical model to simulate the behavior of plate shear connectors applied to slender cross-section concrete-filled steel tube

Detalhes bibliográficos
Autor(a) principal: Pereira,Ariany Cardoso
Data de Publicação: 2023
Outros Autores: Miranda,Larice Gomes Justino, Santos,Lucas Ribeiro dos, Caldas,Rodrigo Barreto
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Revista IBRACON de Estruturas e Materiais
Texto Completo: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952023000100205
Resumo: Abstract The cross-section of concrete-filled steel tube (CFST) columns is classified according to the local slenderness of the steel tube as slender, non-compact, or compact. There are analytical models to determine the axial force of locally slender CFST columns, however studies on load transfer from beams connected to these columns are scarce. This paper presents the process of the development and validation of a numerical model to simulate the behavior of Crestbond connectors applied to CFST columns with slender steel tubes, based on the results of experiments carried out. The numerical model presented can be used for the analysis and design of the load transfer in slender columns using connectors known as composite dowels.
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spelling Development of a numerical model to simulate the behavior of plate shear connectors applied to slender cross-section concrete-filled steel tubeCrestbond connectorload transfer deviceCFSTcomposite dowels Abstract The cross-section of concrete-filled steel tube (CFST) columns is classified according to the local slenderness of the steel tube as slender, non-compact, or compact. There are analytical models to determine the axial force of locally slender CFST columns, however studies on load transfer from beams connected to these columns are scarce. This paper presents the process of the development and validation of a numerical model to simulate the behavior of Crestbond connectors applied to CFST columns with slender steel tubes, based on the results of experiments carried out. The numerical model presented can be used for the analysis and design of the load transfer in slender columns using connectors known as composite dowels.IBRACON - Instituto Brasileiro do Concreto2023-01-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952023000100205Revista IBRACON de Estruturas e Materiais v.16 n.1 2023reponame:Revista IBRACON de Estruturas e Materiaisinstname:Instituto Brasileiro do Concreto (IBRACON)instacron:IBRACON10.1590/s1983-41952023000100008info:eu-repo/semantics/openAccessPereira,Ariany CardosoMiranda,Larice Gomes JustinoSantos,Lucas Ribeiro dosCaldas,Rodrigo Barretoeng2022-07-15T00:00:00Zoai:scielo:S1983-41952023000100205Revistahttp://www.revistas.ibracon.org.br/index.php/riemhttps://old.scielo.br/oai/scielo-oai.phpeditores.riem@gmail.com||arlene@ibracon.org.br1983-41951983-4195opendoar:2022-07-15T00:00Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)false
dc.title.none.fl_str_mv Development of a numerical model to simulate the behavior of plate shear connectors applied to slender cross-section concrete-filled steel tube
title Development of a numerical model to simulate the behavior of plate shear connectors applied to slender cross-section concrete-filled steel tube
spellingShingle Development of a numerical model to simulate the behavior of plate shear connectors applied to slender cross-section concrete-filled steel tube
Pereira,Ariany Cardoso
Crestbond connector
load transfer device
CFST
composite dowels
title_short Development of a numerical model to simulate the behavior of plate shear connectors applied to slender cross-section concrete-filled steel tube
title_full Development of a numerical model to simulate the behavior of plate shear connectors applied to slender cross-section concrete-filled steel tube
title_fullStr Development of a numerical model to simulate the behavior of plate shear connectors applied to slender cross-section concrete-filled steel tube
title_full_unstemmed Development of a numerical model to simulate the behavior of plate shear connectors applied to slender cross-section concrete-filled steel tube
title_sort Development of a numerical model to simulate the behavior of plate shear connectors applied to slender cross-section concrete-filled steel tube
author Pereira,Ariany Cardoso
author_facet Pereira,Ariany Cardoso
Miranda,Larice Gomes Justino
Santos,Lucas Ribeiro dos
Caldas,Rodrigo Barreto
author_role author
author2 Miranda,Larice Gomes Justino
Santos,Lucas Ribeiro dos
Caldas,Rodrigo Barreto
author2_role author
author
author
dc.contributor.author.fl_str_mv Pereira,Ariany Cardoso
Miranda,Larice Gomes Justino
Santos,Lucas Ribeiro dos
Caldas,Rodrigo Barreto
dc.subject.por.fl_str_mv Crestbond connector
load transfer device
CFST
composite dowels
topic Crestbond connector
load transfer device
CFST
composite dowels
description Abstract The cross-section of concrete-filled steel tube (CFST) columns is classified according to the local slenderness of the steel tube as slender, non-compact, or compact. There are analytical models to determine the axial force of locally slender CFST columns, however studies on load transfer from beams connected to these columns are scarce. This paper presents the process of the development and validation of a numerical model to simulate the behavior of Crestbond connectors applied to CFST columns with slender steel tubes, based on the results of experiments carried out. The numerical model presented can be used for the analysis and design of the load transfer in slender columns using connectors known as composite dowels.
publishDate 2023
dc.date.none.fl_str_mv 2023-01-01
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952023000100205
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952023000100205
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/s1983-41952023000100008
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv text/html
dc.publisher.none.fl_str_mv IBRACON - Instituto Brasileiro do Concreto
publisher.none.fl_str_mv IBRACON - Instituto Brasileiro do Concreto
dc.source.none.fl_str_mv Revista IBRACON de Estruturas e Materiais v.16 n.1 2023
reponame:Revista IBRACON de Estruturas e Materiais
instname:Instituto Brasileiro do Concreto (IBRACON)
instacron:IBRACON
instname_str Instituto Brasileiro do Concreto (IBRACON)
instacron_str IBRACON
institution IBRACON
reponame_str Revista IBRACON de Estruturas e Materiais
collection Revista IBRACON de Estruturas e Materiais
repository.name.fl_str_mv Revista IBRACON de Estruturas e Materiais - Instituto Brasileiro do Concreto (IBRACON)
repository.mail.fl_str_mv editores.riem@gmail.com||arlene@ibracon.org.br
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