Application of constitutive models in European codes to RC-FRC

The recent publication of codes for the design of FRC is a major step towards extending the use of the material. An in depth analysis indicates several differences between the constitutive models proposed in the existing codes. In this study, these models are compared and a numerical simulation is p...

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Autores: Blanco Álvarez, Ana|||0000-0003-4190-9846, Pujadas Álvarez, Pablo|||0000-0001-5634-7431, Fuente Antequera, Albert de la|||0000-0002-8016-1677, Pialarissi Cavalaro, Sergio Henrique|||0000-0002-9368-0898, Aguado de Cea, Antonio|||0000-0001-5542-6365
Tipo de recurso: artículo
Fecha de publicación:2013
País:España
Institución:Universitat Politècnica de Catalunya (UPC)
Repositorio:UPCommons. Portal del coneixement obert de la UPC
Idioma:inglés
OAI Identifier:oai:upcommons.upc.edu:2117/28453
Acceso en línea:https://hdl.handle.net/2117/28453
https://dx.doi.org/10.1016/j.conbuildmat.2012.09.096
Access Level:acceso abierto
Palabra clave:Reinforced concrete--Standards--Europe
FRC
Fiber
Constitutive model
Model Code
Design
Formigó armat -- Normes
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
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spelling Application of constitutive models in European codes to RC-FRCBlanco Álvarez, Ana|||0000-0003-4190-9846Pujadas Álvarez, Pablo|||0000-0001-5634-7431Fuente Antequera, Albert de la|||0000-0002-8016-1677Pialarissi Cavalaro, Sergio Henrique|||0000-0002-9368-0898Aguado de Cea, Antonio|||0000-0001-5542-6365Reinforced concrete--Standards--EuropeFRCFiberConstitutive modelModel CodeDesignFormigó armat -- NormesÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigóThe recent publication of codes for the design of FRC is a major step towards extending the use of the material. An in depth analysis indicates several differences between the constitutive models proposed in the existing codes. In this study, these models are compared and a numerical simulation is performed to evaluate their differences in terms of the structural behavior predicted and measured in an experimental program of RC-FRC elements. The predictions provided by the models fit satisfactorily the experimental results for elements with steel fibers and with plastic fibersPeer Reviewed20132013-03-0120152015-06-29journal articlehttp://purl.org/coar/resource_type/c_6501VoRhttp://purl.org/coar/version/c_970fb48d4fbd8a85info:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/2117/28453https://dx.doi.org/10.1016/j.conbuildmat.2012.09.096reponame:UPCommons. Portal del coneixement obert de la UPCinstname:Universitat Politècnica de Catalunya (UPC)Inglésengopen accesshttp://purl.org/coar/access_right/c_abf2Attribution-NonCommercial-NoDerivs 3.0 Spainhttp://creativecommons.org/licenses/by-nc-nd/3.0/es/info:eu-repo/semantics/openAccessoai:upcommons.upc.edu:2117/284532026-05-27T15:37:01Z
dc.title.none.fl_str_mv Application of constitutive models in European codes to RC-FRC
title Application of constitutive models in European codes to RC-FRC
spellingShingle Application of constitutive models in European codes to RC-FRC
Blanco Álvarez, Ana|||0000-0003-4190-9846
Reinforced concrete--Standards--Europe
FRC
Fiber
Constitutive model
Model Code
Design
Formigó armat -- Normes
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
title_short Application of constitutive models in European codes to RC-FRC
title_full Application of constitutive models in European codes to RC-FRC
title_fullStr Application of constitutive models in European codes to RC-FRC
title_full_unstemmed Application of constitutive models in European codes to RC-FRC
title_sort Application of constitutive models in European codes to RC-FRC
dc.creator.none.fl_str_mv Blanco Álvarez, Ana|||0000-0003-4190-9846
Pujadas Álvarez, Pablo|||0000-0001-5634-7431
Fuente Antequera, Albert de la|||0000-0002-8016-1677
Pialarissi Cavalaro, Sergio Henrique|||0000-0002-9368-0898
Aguado de Cea, Antonio|||0000-0001-5542-6365
author Blanco Álvarez, Ana|||0000-0003-4190-9846
author_facet Blanco Álvarez, Ana|||0000-0003-4190-9846
Pujadas Álvarez, Pablo|||0000-0001-5634-7431
Fuente Antequera, Albert de la|||0000-0002-8016-1677
Pialarissi Cavalaro, Sergio Henrique|||0000-0002-9368-0898
Aguado de Cea, Antonio|||0000-0001-5542-6365
author_role author
author2 Pujadas Álvarez, Pablo|||0000-0001-5634-7431
Fuente Antequera, Albert de la|||0000-0002-8016-1677
Pialarissi Cavalaro, Sergio Henrique|||0000-0002-9368-0898
Aguado de Cea, Antonio|||0000-0001-5542-6365
author2_role author
author
author
author
dc.subject.none.fl_str_mv Reinforced concrete--Standards--Europe
FRC
Fiber
Constitutive model
Model Code
Design
Formigó armat -- Normes
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
topic Reinforced concrete--Standards--Europe
FRC
Fiber
Constitutive model
Model Code
Design
Formigó armat -- Normes
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
description The recent publication of codes for the design of FRC is a major step towards extending the use of the material. An in depth analysis indicates several differences between the constitutive models proposed in the existing codes. In this study, these models are compared and a numerical simulation is performed to evaluate their differences in terms of the structural behavior predicted and measured in an experimental program of RC-FRC elements. The predictions provided by the models fit satisfactorily the experimental results for elements with steel fibers and with plastic fibers
publishDate 2013
dc.date.none.fl_str_mv 2013
2013-03-01
2015
2015-06-29
dc.type.none.fl_str_mv journal article
http://purl.org/coar/resource_type/c_6501
VoR
http://purl.org/coar/version/c_970fb48d4fbd8a85
dc.type.openaire.fl_str_mv info:eu-repo/semantics/article
format article
dc.identifier.none.fl_str_mv https://hdl.handle.net/2117/28453
https://dx.doi.org/10.1016/j.conbuildmat.2012.09.096
url https://hdl.handle.net/2117/28453
https://dx.doi.org/10.1016/j.conbuildmat.2012.09.096
dc.language.none.fl_str_mv Inglés
eng
language_invalid_str_mv Inglés
language eng
dc.rights.none.fl_str_mv open access
http://purl.org/coar/access_right/c_abf2
Attribution-NonCommercial-NoDerivs 3.0 Spain
http://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.rights.openaire.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv open access
http://purl.org/coar/access_right/c_abf2
Attribution-NonCommercial-NoDerivs 3.0 Spain
http://creativecommons.org/licenses/by-nc-nd/3.0/es/
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.source.none.fl_str_mv reponame:UPCommons. Portal del coneixement obert de la UPC
instname:Universitat Politècnica de Catalunya (UPC)
instname_str Universitat Politècnica de Catalunya (UPC)
reponame_str UPCommons. Portal del coneixement obert de la UPC
collection UPCommons. Portal del coneixement obert de la UPC
repository.name.fl_str_mv
repository.mail.fl_str_mv
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score 15.300719

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