Prospective study on the behaviour of composite beams with an indented shear connector

This paper presents a prospective study on the behaviour of steel and concrete composite beams in which a linear indented continuous shear connector, called Crestbond, is used to establish the connection between the steel beam and the concrete slab and ensure the joint behaviour of these two element...

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Detalhes bibliográficos
Autores: Veríssimo, Gustavo S., Alves, Ana Rita, Valente, Isabel B., Vieira, Washintgon B.
Tipo de documento: artigo
Estado:Versão publicada
Data de publicação:2018
País:Brasil
Recursos:Universidade Federal de Viçosa (UFV)
Repositório:LOCUS Repositório Institucional da UFV
Idioma:inglês
OAI Identifier:oai:locus.ufv.br:123456789/23646
Acesso em linha:https://doi.org/10.1016/j.jcsr.2018.06.015
http://www.locus.ufv.br/handle/123456789/23646
Access Level:Acceso aberto
Palavra-chave:Steel and concrete composite beams
Indented shear connector
Four-point bending tests
Numerical analysis
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spelling Prospective study on the behaviour of composite beams with an indented shear connectorSteel and concrete composite beamsIndented shear connectorFour-point bending testsNumerical analysisThis paper presents a prospective study on the behaviour of steel and concrete composite beams in which a linear indented continuous shear connector, called Crestbond, is used to establish the connection between the steel beam and the concrete slab and ensure the joint behaviour of these two elements. The work includes an experimental campaign developed at the Structural Laboratory of University of Minho, Portugal, and a numerical study developed with the ATENA 3D software. The experimental tests and the numerical models were developed to evaluate the behaviour of the composite beam and particularly the indented shear connector in analysis. The tested specimens consist on a steel beam with a continuous indented connector, positioned on the upper flange of the beam and continuously welded in its development, and a reinforced concrete slab, in a total span of 3000 mm. During the tests, the connector provided high stiffness and a full interaction between the concrete slab and the steel beam. The beams failure was determined by crushing on the upper part of the concrete slab.Journal of Constructional Steel Research2019-02-21T14:02:47Z2019-02-21T14:02:47Z2018-09info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articlepdfapplication/pdf0143-974Xhttps://doi.org/10.1016/j.jcsr.2018.06.015http://www.locus.ufv.br/handle/123456789/23646engVolume 148, Pages 508- 524, September 20182018 Elsevier Ltd. All rights reserved.info:eu-repo/semantics/openAccessreponame:LOCUS Repositório Institucional da UFVinstname:Universidade Federal de Viçosa (UFV)instacron:UFVVeríssimo, Gustavo S.Alves, Ana RitaValente, Isabel B.Vieira, Washintgon B.2024-07-12T08:36:34Zoai:locus.ufv.br:123456789/23646Repositório InstitucionalPUBhttps://www.locus.ufv.br/oai/requestfabiojreis@ufv.bropendoar:21452024-07-12T08:36:34LOCUS Repositório Institucional da UFV - Universidade Federal de Viçosa (UFV)false
dc.title.none.fl_str_mv Prospective study on the behaviour of composite beams with an indented shear connector
title Prospective study on the behaviour of composite beams with an indented shear connector
spellingShingle Prospective study on the behaviour of composite beams with an indented shear connector
Veríssimo, Gustavo S.
Steel and concrete composite beams
Indented shear connector
Four-point bending tests
Numerical analysis
title_short Prospective study on the behaviour of composite beams with an indented shear connector
title_full Prospective study on the behaviour of composite beams with an indented shear connector
title_fullStr Prospective study on the behaviour of composite beams with an indented shear connector
title_full_unstemmed Prospective study on the behaviour of composite beams with an indented shear connector
title_sort Prospective study on the behaviour of composite beams with an indented shear connector
dc.creator.none.fl_str_mv Veríssimo, Gustavo S.
Alves, Ana Rita
Valente, Isabel B.
Vieira, Washintgon B.
author Veríssimo, Gustavo S.
author_facet Veríssimo, Gustavo S.
Alves, Ana Rita
Valente, Isabel B.
Vieira, Washintgon B.
author_role author
author2 Alves, Ana Rita
Valente, Isabel B.
Vieira, Washintgon B.
author2_role author
author
author
dc.subject.por.fl_str_mv Steel and concrete composite beams
Indented shear connector
Four-point bending tests
Numerical analysis
topic Steel and concrete composite beams
Indented shear connector
Four-point bending tests
Numerical analysis
description This paper presents a prospective study on the behaviour of steel and concrete composite beams in which a linear indented continuous shear connector, called Crestbond, is used to establish the connection between the steel beam and the concrete slab and ensure the joint behaviour of these two elements. The work includes an experimental campaign developed at the Structural Laboratory of University of Minho, Portugal, and a numerical study developed with the ATENA 3D software. The experimental tests and the numerical models were developed to evaluate the behaviour of the composite beam and particularly the indented shear connector in analysis. The tested specimens consist on a steel beam with a continuous indented connector, positioned on the upper flange of the beam and continuously welded in its development, and a reinforced concrete slab, in a total span of 3000 mm. During the tests, the connector provided high stiffness and a full interaction between the concrete slab and the steel beam. The beams failure was determined by crushing on the upper part of the concrete slab.
publishDate 2018
dc.date.none.fl_str_mv 2018-09
2019-02-21T14:02:47Z
2019-02-21T14:02:47Z
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 0143-974X
https://doi.org/10.1016/j.jcsr.2018.06.015
http://www.locus.ufv.br/handle/123456789/23646
identifier_str_mv 0143-974X
url https://doi.org/10.1016/j.jcsr.2018.06.015
http://www.locus.ufv.br/handle/123456789/23646
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Volume 148, Pages 508- 524, September 2018
dc.rights.driver.fl_str_mv 2018 Elsevier Ltd. All rights reserved.
info:eu-repo/semantics/openAccess
rights_invalid_str_mv 2018 Elsevier Ltd. All rights reserved.
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv pdf
application/pdf
dc.publisher.none.fl_str_mv Journal of Constructional Steel Research
publisher.none.fl_str_mv Journal of Constructional Steel Research
dc.source.none.fl_str_mv reponame:LOCUS Repositório Institucional da UFV
instname:Universidade Federal de Viçosa (UFV)
instacron:UFV
instname_str Universidade Federal de Viçosa (UFV)
instacron_str UFV
institution UFV
reponame_str LOCUS Repositório Institucional da UFV
collection LOCUS Repositório Institucional da UFV
repository.name.fl_str_mv LOCUS Repositório Institucional da UFV - Universidade Federal de Viçosa (UFV)
repository.mail.fl_str_mv fabiojreis@ufv.br
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score 15,300719

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