An experimental study on the post-cracking behaviour of hybrid Industrial/Recycled steel fibre-reinforced concrete

Autores
Martinelli, Enzo; Caggiano, Antonio; Xargay, Hernan
Año de publicación
2015
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
This paper investigates the mechanical behaviour of FRC made with both Industrial and Recycled Steel Fibres recovered from waste tyres. Specimens of various mixtures, characterised by the same volume fraction of fibres, but different proportions of industrial and recycled reinforcement were tested both in compression and bending. The results highlighted a fairly negligible influence of fibres in terms of compressive strength, whereas a significant decay in the post-cracking behaviour was observed in specimens with higher fractions of recycled fibres. However, a significant enhancement in the bending response was observed with respect to the case of plain concrete, even for specimens reinforced by recycled fibres only.
Fil: Martinelli, Enzo. Universita Di Salerno; Italia
Fil: Caggiano, Antonio. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina. Universidad de Buenos Aires. Facultad de Ingeniería; Argentina
Fil: Xargay, Hernan. Universidad de Buenos Aires. Facultad de Ingeniería; Argentina
Materia
Waste Tyres
Concrete
Frc
Recycled Steel Fibre
Hybrid
Post-Cracking Behaviour
Nivel de accesibilidad
acceso abierto
Condiciones de uso
https://creativecommons.org/licenses/by-nc-nd/2.5/ar/
Repositorio
CONICET Digital (CONICET)
Institución
Consejo Nacional de Investigaciones Científicas y Técnicas
OAI Identificador
oai:ri.conicet.gov.ar:11336/12828
Acceder
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oai_identifier_str oai:ri.conicet.gov.ar:11336/12828
network_acronym_str CONICETDig
repository_id_str 3498
network_name_str CONICET Digital (CONICET)
spelling An experimental study on the post-cracking behaviour of hybrid Industrial/Recycled steel fibre-reinforced concreteMartinelli, EnzoCaggiano, AntonioXargay, HernanWaste TyresConcreteFrcRecycled Steel FibreHybridPost-Cracking Behaviourhttps://purl.org/becyt/ford/2.1https://purl.org/becyt/ford/2This paper investigates the mechanical behaviour of FRC made with both Industrial and Recycled Steel Fibres recovered from waste tyres. Specimens of various mixtures, characterised by the same volume fraction of fibres, but different proportions of industrial and recycled reinforcement were tested both in compression and bending. The results highlighted a fairly negligible influence of fibres in terms of compressive strength, whereas a significant decay in the post-cracking behaviour was observed in specimens with higher fractions of recycled fibres. However, a significant enhancement in the bending response was observed with respect to the case of plain concrete, even for specimens reinforced by recycled fibres only.Fil: Martinelli, Enzo. Universita Di Salerno; ItaliaFil: Caggiano, Antonio. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina. Universidad de Buenos Aires. Facultad de Ingeniería; ArgentinaFil: Xargay, Hernan. Universidad de Buenos Aires. Facultad de Ingeniería; ArgentinaElsevier2015-09info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/12828Martinelli, Enzo; Caggiano, Antonio; Xargay, Hernan; An experimental study on the post-cracking behaviour of hybrid Industrial/Recycled steel fibre-reinforced concrete; Elsevier; Construction And Building Materials; 94; 9-2015; 290-2980950-0618enginfo:eu-repo/semantics/altIdentifier/doi/10.1016/j.conbuildmat.2015.07.007info:eu-repo/semantics/altIdentifier/url/http://www.sciencedirect.com/science/article/pii/S0950061815300283info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-nd/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-09-10T13:18:56Zoai:ri.conicet.gov.ar:11336/12828instacron:CONICETInstitucionalhttp://ri.conicet.gov.ar/Organismo científico-tecnológicoNo correspondehttp://ri.conicet.gov.ar/oai/requestdasensio@conicet.gov.ar; lcarlino@conicet.gov.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:34982025-09-10 13:18:56.472CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv An experimental study on the post-cracking behaviour of hybrid Industrial/Recycled steel fibre-reinforced concrete
title An experimental study on the post-cracking behaviour of hybrid Industrial/Recycled steel fibre-reinforced concrete
spellingShingle An experimental study on the post-cracking behaviour of hybrid Industrial/Recycled steel fibre-reinforced concrete
Martinelli, Enzo
Waste Tyres
Concrete
Frc
Recycled Steel Fibre
Hybrid
Post-Cracking Behaviour
title_short An experimental study on the post-cracking behaviour of hybrid Industrial/Recycled steel fibre-reinforced concrete
title_full An experimental study on the post-cracking behaviour of hybrid Industrial/Recycled steel fibre-reinforced concrete
title_fullStr An experimental study on the post-cracking behaviour of hybrid Industrial/Recycled steel fibre-reinforced concrete
title_full_unstemmed An experimental study on the post-cracking behaviour of hybrid Industrial/Recycled steel fibre-reinforced concrete
title_sort An experimental study on the post-cracking behaviour of hybrid Industrial/Recycled steel fibre-reinforced concrete
dc.creator.none.fl_str_mv Martinelli, Enzo
Caggiano, Antonio
Xargay, Hernan
author Martinelli, Enzo
author_facet Martinelli, Enzo
Caggiano, Antonio
Xargay, Hernan
author_role author
author2 Caggiano, Antonio
Xargay, Hernan
author2_role author
author
dc.subject.none.fl_str_mv Waste Tyres
Concrete
Frc
Recycled Steel Fibre
Hybrid
Post-Cracking Behaviour
topic Waste Tyres
Concrete
Frc
Recycled Steel Fibre
Hybrid
Post-Cracking Behaviour
purl_subject.fl_str_mv https://purl.org/becyt/ford/2.1
https://purl.org/becyt/ford/2
dc.description.none.fl_txt_mv This paper investigates the mechanical behaviour of FRC made with both Industrial and Recycled Steel Fibres recovered from waste tyres. Specimens of various mixtures, characterised by the same volume fraction of fibres, but different proportions of industrial and recycled reinforcement were tested both in compression and bending. The results highlighted a fairly negligible influence of fibres in terms of compressive strength, whereas a significant decay in the post-cracking behaviour was observed in specimens with higher fractions of recycled fibres. However, a significant enhancement in the bending response was observed with respect to the case of plain concrete, even for specimens reinforced by recycled fibres only.
Fil: Martinelli, Enzo. Universita Di Salerno; Italia
Fil: Caggiano, Antonio. Consejo Nacional de Investigaciones Científicas y Técnicas; Argentina. Universidad de Buenos Aires. Facultad de Ingeniería; Argentina
Fil: Xargay, Hernan. Universidad de Buenos Aires. Facultad de Ingeniería; Argentina
description This paper investigates the mechanical behaviour of FRC made with both Industrial and Recycled Steel Fibres recovered from waste tyres. Specimens of various mixtures, characterised by the same volume fraction of fibres, but different proportions of industrial and recycled reinforcement were tested both in compression and bending. The results highlighted a fairly negligible influence of fibres in terms of compressive strength, whereas a significant decay in the post-cracking behaviour was observed in specimens with higher fractions of recycled fibres. However, a significant enhancement in the bending response was observed with respect to the case of plain concrete, even for specimens reinforced by recycled fibres only.
publishDate 2015
dc.date.none.fl_str_mv 2015-09
dc.type.none.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
http://purl.org/coar/resource_type/c_6501
info:ar-repo/semantics/articulo
format article
status_str publishedVersion
dc.identifier.none.fl_str_mv http://hdl.handle.net/11336/12828
Martinelli, Enzo; Caggiano, Antonio; Xargay, Hernan; An experimental study on the post-cracking behaviour of hybrid Industrial/Recycled steel fibre-reinforced concrete; Elsevier; Construction And Building Materials; 94; 9-2015; 290-298
0950-0618
url http://hdl.handle.net/11336/12828
identifier_str_mv Martinelli, Enzo; Caggiano, Antonio; Xargay, Hernan; An experimental study on the post-cracking behaviour of hybrid Industrial/Recycled steel fibre-reinforced concrete; Elsevier; Construction And Building Materials; 94; 9-2015; 290-298
0950-0618
dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv info:eu-repo/semantics/altIdentifier/doi/10.1016/j.conbuildmat.2015.07.007
info:eu-repo/semantics/altIdentifier/url/http://www.sciencedirect.com/science/article/pii/S0950061815300283
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
https://creativecommons.org/licenses/by-nc-nd/2.5/ar/
eu_rights_str_mv openAccess
rights_invalid_str_mv https://creativecommons.org/licenses/by-nc-nd/2.5/ar/
dc.format.none.fl_str_mv application/pdf
application/pdf
dc.publisher.none.fl_str_mv Elsevier
publisher.none.fl_str_mv Elsevier
dc.source.none.fl_str_mv reponame:CONICET Digital (CONICET)
instname:Consejo Nacional de Investigaciones Científicas y Técnicas
reponame_str CONICET Digital (CONICET)
collection CONICET Digital (CONICET)
instname_str Consejo Nacional de Investigaciones Científicas y Técnicas
repository.name.fl_str_mv CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicas
repository.mail.fl_str_mv dasensio@conicet.gov.ar; lcarlino@conicet.gov.ar
_version_ 1842981030375456768
score 12.48226

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