Effect of the fibre type on concrete impact resistance

Autores
Vivas, Juan Carlos; Zerbino, Raúl; Torrijos, María Celeste; Giaccio, Graciela Marta
Año de publicación
2020
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
Fibre Reinforced Concrete performance is evaluated in terms of bending residual stresses. Although fibre concrete is suitable for structures exposed to impacts and other extreme loads, there is not much information about the relationship between the static residual capacity and the impact strength. Concretes incorporating steel, glass and polymer macrofibres were evaluated by means of a repeated dropweight impact test. The cracking resistance and the post-cracking behaviour were compared. While the first crack mainly depends on the matrix strength, there is a direct relationship between static residual stresses and the impact resistance, but it varies with the type of fibre.
Materia
Ingeniería de los Materiales
Crack control
FRC class, Impact
Glass macrofibres
Polymer macrofibres
Steel fibres
Nivel de accesibilidad
acceso abierto
Condiciones de uso
http://creativecommons.org/licenses/by-nc-sa/4.0/
Repositorio
CIC Digital (CICBA)
Institución
Comisión de Investigaciones Científicas de la Provincia de Buenos Aires
OAI Identificador
oai:digital.cic.gba.gob.ar:11746/11219
Acceder
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oai_identifier_str oai:digital.cic.gba.gob.ar:11746/11219
network_acronym_str CICBA
repository_id_str 9441
network_name_str CIC Digital (CICBA)
spelling Effect of the fibre type on concrete impact resistanceVivas, Juan CarlosZerbino, RaúlTorrijos, María CelesteGiaccio, Graciela MartaIngeniería de los MaterialesCrack controlFRC class, ImpactGlass macrofibresPolymer macrofibresSteel fibresFibre Reinforced Concrete performance is evaluated in terms of bending residual stresses. Although fibre concrete is suitable for structures exposed to impacts and other extreme loads, there is not much information about the relationship between the static residual capacity and the impact strength. Concretes incorporating steel, glass and polymer macrofibres were evaluated by means of a repeated dropweight impact test. The cracking resistance and the post-cracking behaviour were compared. While the first crack mainly depends on the matrix strength, there is a direct relationship between static residual stresses and the impact resistance, but it varies with the type of fibre.2020-12info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfhttps://digital.cic.gba.gob.ar/handle/11746/11219enginfo:eu-repo/semantics/altIdentifier/doi/10.1016/j.conbuildmat.2020.120200info:eu-repo/semantics/altIdentifier/issn/0950-0618info:eu-repo/semantics/openAccesshttp://creativecommons.org/licenses/by-nc-sa/4.0/reponame:CIC Digital (CICBA)instname:Comisión de Investigaciones Científicas de la Provincia de Buenos Airesinstacron:CICBA2025-11-06T09:35:55Zoai:digital.cic.gba.gob.ar:11746/11219Institucionalhttp://digital.cic.gba.gob.arOrganismo científico-tecnológicoNo correspondehttp://digital.cic.gba.gob.ar/oai/snrdmarisa.degiusti@sedici.unlp.edu.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:94412025-11-06 09:35:55.501CIC Digital (CICBA) - Comisión de Investigaciones Científicas de la Provincia de Buenos Airesfalse
dc.title.none.fl_str_mv Effect of the fibre type on concrete impact resistance
title Effect of the fibre type on concrete impact resistance
spellingShingle Effect of the fibre type on concrete impact resistance
Vivas, Juan Carlos
Ingeniería de los Materiales
Crack control
FRC class, Impact
Glass macrofibres
Polymer macrofibres
Steel fibres
title_short Effect of the fibre type on concrete impact resistance
title_full Effect of the fibre type on concrete impact resistance
title_fullStr Effect of the fibre type on concrete impact resistance
title_full_unstemmed Effect of the fibre type on concrete impact resistance
title_sort Effect of the fibre type on concrete impact resistance
dc.creator.none.fl_str_mv Vivas, Juan Carlos
Zerbino, Raúl
Torrijos, María Celeste
Giaccio, Graciela Marta
author Vivas, Juan Carlos
author_facet Vivas, Juan Carlos
Zerbino, Raúl
Torrijos, María Celeste
Giaccio, Graciela Marta
author_role author
author2 Zerbino, Raúl
Torrijos, María Celeste
Giaccio, Graciela Marta
author2_role author
author
author
dc.subject.none.fl_str_mv Ingeniería de los Materiales
Crack control
FRC class, Impact
Glass macrofibres
Polymer macrofibres
Steel fibres
topic Ingeniería de los Materiales
Crack control
FRC class, Impact
Glass macrofibres
Polymer macrofibres
Steel fibres
dc.description.none.fl_txt_mv Fibre Reinforced Concrete performance is evaluated in terms of bending residual stresses. Although fibre concrete is suitable for structures exposed to impacts and other extreme loads, there is not much information about the relationship between the static residual capacity and the impact strength. Concretes incorporating steel, glass and polymer macrofibres were evaluated by means of a repeated dropweight impact test. The cracking resistance and the post-cracking behaviour were compared. While the first crack mainly depends on the matrix strength, there is a direct relationship between static residual stresses and the impact resistance, but it varies with the type of fibre.
description Fibre Reinforced Concrete performance is evaluated in terms of bending residual stresses. Although fibre concrete is suitable for structures exposed to impacts and other extreme loads, there is not much information about the relationship between the static residual capacity and the impact strength. Concretes incorporating steel, glass and polymer macrofibres were evaluated by means of a repeated dropweight impact test. The cracking resistance and the post-cracking behaviour were compared. While the first crack mainly depends on the matrix strength, there is a direct relationship between static residual stresses and the impact resistance, but it varies with the type of fibre.
publishDate 2020
dc.date.none.fl_str_mv 2020-12
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 https://digital.cic.gba.gob.ar/handle/11746/11219
url https://digital.cic.gba.gob.ar/handle/11746/11219
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.2020.120200
info:eu-repo/semantics/altIdentifier/issn/0950-0618
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
http://creativecommons.org/licenses/by-nc-sa/4.0/
eu_rights_str_mv openAccess
rights_invalid_str_mv http://creativecommons.org/licenses/by-nc-sa/4.0/
dc.format.none.fl_str_mv application/pdf
dc.source.none.fl_str_mv reponame:CIC Digital (CICBA)
instname:Comisión de Investigaciones Científicas de la Provincia de Buenos Aires
instacron:CICBA
reponame_str CIC Digital (CICBA)
collection CIC Digital (CICBA)
instname_str Comisión de Investigaciones Científicas de la Provincia de Buenos Aires
instacron_str CICBA
institution CICBA
repository.name.fl_str_mv CIC Digital (CICBA) - Comisión de Investigaciones Científicas de la Provincia de Buenos Aires
repository.mail.fl_str_mv marisa.degiusti@sedici.unlp.edu.ar
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score 13.087074

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