Assessment of the fibre orientation factor in SFRC slabs

The design of steel fibre reinforced concrete (SFRC) structures is evolving towards a new approach that uses correction factors to consider differences between the small-scale characterization specimens and the real-scale elements. Recently, the Model Code 2010 proposed an orientation factor (K) tha...

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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
Formato: artículo
Fecha de publicación:2014
País:España
Recursos:Universitat Politècnica de Catalunya (UPC)
Repositorio:UPCommons. Portal del coneixement obert de la UPC
Idioma:inglés
OAI Identifier:oai:upcommons.upc.edu:2117/24289
Acesso em linha:https://hdl.handle.net/2117/24289
https://dx.doi.org/10.1016/j.compositesb.2014.09.001
Access Level:acceso abierto
Palavra-chave:Fiber-reinforced concrete
fibres
mechanical properties
finite element analysis
mechanical testing
Construcció en formigó armat amb fibres
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
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repository_id_str
spelling Assessment of the fibre orientation factor in SFRC slabsBlanco 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|||0000-0001-5542-6365Fiber-reinforced concretefibresmechanical propertiesfinite element analysismechanical testingConstrucció en formigó armat amb fibresÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigóThe design of steel fibre reinforced concrete (SFRC) structures is evolving towards a new approach that uses correction factors to consider differences between the small-scale characterization specimens and the real-scale elements. Recently, the Model Code 2010 proposed an orientation factor (K) that accounts for the effects of the orientation in the structural response of elements. The present study focuses on the identification of this factor in SFRC slabs with different dimensions. For that, flexural tests on real-scale slabs were conducted and the fibre orientation was assessed with an inductive method. A finite element analysis showed the differences between the experimental curves and the prediction of the Model Code without considering K. Based on the results obtained, a range of values is proposed for K and validated. This study sheds light on possible modifications that this philosophy of design might require to better reproduce the behaviour of slabs.Elsevier20152015-01-0120142014-10-06journal articlehttp://purl.org/coar/resource_type/c_6501VoRhttp://purl.org/coar/version/c_970fb48d4fbd8a85info:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/2117/24289https://dx.doi.org/10.1016/j.compositesb.2014.09.001reponame:UPCommons. Portal del coneixement obert de la UPCinstname:Universitat Politècnica de Catalunya (UPC)Inglésengopen accesshttp://purl.org/coar/access_right/c_abf2info:eu-repo/semantics/openAccessoai:upcommons.upc.edu:2117/242892026-05-27T15:37:01Z
dc.title.none.fl_str_mv Assessment of the fibre orientation factor in SFRC slabs
title Assessment of the fibre orientation factor in SFRC slabs
spellingShingle Assessment of the fibre orientation factor in SFRC slabs
Blanco Álvarez, Ana|||0000-0003-4190-9846
Fiber-reinforced concrete
fibres
mechanical properties
finite element analysis
mechanical testing
Construcció en formigó armat amb fibres
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
title_short Assessment of the fibre orientation factor in SFRC slabs
title_full Assessment of the fibre orientation factor in SFRC slabs
title_fullStr Assessment of the fibre orientation factor in SFRC slabs
title_full_unstemmed Assessment of the fibre orientation factor in SFRC slabs
title_sort Assessment of the fibre orientation factor in SFRC slabs
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 Fiber-reinforced concrete
fibres
mechanical properties
finite element analysis
mechanical testing
Construcció en formigó armat amb fibres
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
topic Fiber-reinforced concrete
fibres
mechanical properties
finite element analysis
mechanical testing
Construcció en formigó armat amb fibres
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures::Materials i estructures de formigó
description The design of steel fibre reinforced concrete (SFRC) structures is evolving towards a new approach that uses correction factors to consider differences between the small-scale characterization specimens and the real-scale elements. Recently, the Model Code 2010 proposed an orientation factor (K) that accounts for the effects of the orientation in the structural response of elements. The present study focuses on the identification of this factor in SFRC slabs with different dimensions. For that, flexural tests on real-scale slabs were conducted and the fibre orientation was assessed with an inductive method. A finite element analysis showed the differences between the experimental curves and the prediction of the Model Code without considering K. Based on the results obtained, a range of values is proposed for K and validated. This study sheds light on possible modifications that this philosophy of design might require to better reproduce the behaviour of slabs.
publishDate 2014
dc.date.none.fl_str_mv 2014
2014-10-06
2015
2015-01-01
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/2117/24289
https://dx.doi.org/10.1016/j.compositesb.2014.09.001
url https://hdl.handle.net/2117/24289
https://dx.doi.org/10.1016/j.compositesb.2014.09.001
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
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
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Elsevier
publisher.none.fl_str_mv Elsevier
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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