Creep and residual properties of cracked macro-synthetic fibre reinforced concretes

Autores
Serna Ros, Pedro; Martí Vargas, José R.; Bossio, Maria Eugenia; Zerbino, Raul Luis
Año de publicación
2016
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
This study analysed the creep behaviour of five concretes incorporating 0·5% by volume of four macro-synthetic fibres (MSFs) and one steel fibre. After 28 d moist curing, prisms were pre-loaded up to a crack opening of 0·5 mm and held for 90 d in three different environments - ambient laboratory air, seawater at 45°C and air flow at 45°C. Sustained loads were then applied on three specimens from each group while the other prisms remained unloaded. The remaining residual capacity was evaluated by bending tests. It was concluded that the residual capacity of cracked MSF concretes is not affected by long-term loading.
Fil: Serna Ros, Pedro. Universidad Politécnica de Valencia. Instituto de Tecnología de Materiales; España
Fil: Martí Vargas, José R.. Universidad Politécnica de Valencia. Instituto de Tecnología de Materiales; España
Fil: Bossio, Maria Eugenia. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - La Plata; Argentina. Universidad Nacional de La Plata. Facultad de Ingeniería; Argentina
Fil: Zerbino, Raul Luis. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - La Plata; Argentina. Universidad Nacional de La Plata. Facultad de Ingeniería; Argentina
Materia
Fibres
Fibre Reinforced Concrete
Creep
Cracking
Nivel de accesibilidad
acceso abierto
Condiciones de uso
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
Repositorio
CONICET Digital (CONICET)
Institución
Consejo Nacional de Investigaciones Científicas y Técnicas
OAI Identificador
oai:ri.conicet.gov.ar:11336/78150
Acceder
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oai_identifier_str oai:ri.conicet.gov.ar:11336/78150
network_acronym_str CONICETDig
repository_id_str 3498
network_name_str CONICET Digital (CONICET)
spelling Creep and residual properties of cracked macro-synthetic fibre reinforced concretesSerna Ros, PedroMartí Vargas, José R.Bossio, Maria EugeniaZerbino, Raul LuisFibresFibre Reinforced ConcreteCreepCrackinghttps://purl.org/becyt/ford/2.1https://purl.org/becyt/ford/2This study analysed the creep behaviour of five concretes incorporating 0·5% by volume of four macro-synthetic fibres (MSFs) and one steel fibre. After 28 d moist curing, prisms were pre-loaded up to a crack opening of 0·5 mm and held for 90 d in three different environments - ambient laboratory air, seawater at 45°C and air flow at 45°C. Sustained loads were then applied on three specimens from each group while the other prisms remained unloaded. The remaining residual capacity was evaluated by bending tests. It was concluded that the residual capacity of cracked MSF concretes is not affected by long-term loading.Fil: Serna Ros, Pedro. Universidad Politécnica de Valencia. Instituto de Tecnología de Materiales; EspañaFil: Martí Vargas, José R.. Universidad Politécnica de Valencia. Instituto de Tecnología de Materiales; EspañaFil: Bossio, Maria Eugenia. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - La Plata; Argentina. Universidad Nacional de La Plata. Facultad de Ingeniería; ArgentinaFil: Zerbino, Raul Luis. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - La Plata; Argentina. Universidad Nacional de La Plata. Facultad de Ingeniería; ArgentinaThomas Telford Publishing2016-02info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/78150Serna Ros, Pedro; Martí Vargas, José R.; Bossio, Maria Eugenia; Zerbino, Raul Luis; Creep and residual properties of cracked macro-synthetic fibre reinforced concretes; Thomas Telford Publishing; Magazine Of Concrete Research; 68; 4; 2-2016; 197-2070024-98311751-763XCONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/doi/10.1680/macr.15.00111info:eu-repo/semantics/altIdentifier/url/https://www.icevirtuallibrary.com/doi/10.1680/macr.15.00111info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-09-29T09:41:00Zoai:ri.conicet.gov.ar:11336/78150instacron: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:34982025-09-29 09:41:01.547CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv Creep and residual properties of cracked macro-synthetic fibre reinforced concretes
title Creep and residual properties of cracked macro-synthetic fibre reinforced concretes
spellingShingle Creep and residual properties of cracked macro-synthetic fibre reinforced concretes
Serna Ros, Pedro
Fibres
Fibre Reinforced Concrete
Creep
Cracking
title_short Creep and residual properties of cracked macro-synthetic fibre reinforced concretes
title_full Creep and residual properties of cracked macro-synthetic fibre reinforced concretes
title_fullStr Creep and residual properties of cracked macro-synthetic fibre reinforced concretes
title_full_unstemmed Creep and residual properties of cracked macro-synthetic fibre reinforced concretes
title_sort Creep and residual properties of cracked macro-synthetic fibre reinforced concretes
dc.creator.none.fl_str_mv Serna Ros, Pedro
Martí Vargas, José R.
Bossio, Maria Eugenia
Zerbino, Raul Luis
author Serna Ros, Pedro
author_facet Serna Ros, Pedro
Martí Vargas, José R.
Bossio, Maria Eugenia
Zerbino, Raul Luis
author_role author
author2 Martí Vargas, José R.
Bossio, Maria Eugenia
Zerbino, Raul Luis
author2_role author
author
author
dc.subject.none.fl_str_mv Fibres
Fibre Reinforced Concrete
Creep
Cracking
topic Fibres
Fibre Reinforced Concrete
Creep
Cracking
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 study analysed the creep behaviour of five concretes incorporating 0·5% by volume of four macro-synthetic fibres (MSFs) and one steel fibre. After 28 d moist curing, prisms were pre-loaded up to a crack opening of 0·5 mm and held for 90 d in three different environments - ambient laboratory air, seawater at 45°C and air flow at 45°C. Sustained loads were then applied on three specimens from each group while the other prisms remained unloaded. The remaining residual capacity was evaluated by bending tests. It was concluded that the residual capacity of cracked MSF concretes is not affected by long-term loading.
Fil: Serna Ros, Pedro. Universidad Politécnica de Valencia. Instituto de Tecnología de Materiales; España
Fil: Martí Vargas, José R.. Universidad Politécnica de Valencia. Instituto de Tecnología de Materiales; España
Fil: Bossio, Maria Eugenia. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - La Plata; Argentina. Universidad Nacional de La Plata. Facultad de Ingeniería; Argentina
Fil: Zerbino, Raul Luis. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - La Plata; Argentina. Universidad Nacional de La Plata. Facultad de Ingeniería; Argentina
description This study analysed the creep behaviour of five concretes incorporating 0·5% by volume of four macro-synthetic fibres (MSFs) and one steel fibre. After 28 d moist curing, prisms were pre-loaded up to a crack opening of 0·5 mm and held for 90 d in three different environments - ambient laboratory air, seawater at 45°C and air flow at 45°C. Sustained loads were then applied on three specimens from each group while the other prisms remained unloaded. The remaining residual capacity was evaluated by bending tests. It was concluded that the residual capacity of cracked MSF concretes is not affected by long-term loading.
publishDate 2016
dc.date.none.fl_str_mv 2016-02
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/11336/78150
Serna Ros, Pedro; Martí Vargas, José R.; Bossio, Maria Eugenia; Zerbino, Raul Luis; Creep and residual properties of cracked macro-synthetic fibre reinforced concretes; Thomas Telford Publishing; Magazine Of Concrete Research; 68; 4; 2-2016; 197-207
0024-9831
1751-763X
CONICET Digital
CONICET
url http://hdl.handle.net/11336/78150
identifier_str_mv Serna Ros, Pedro; Martí Vargas, José R.; Bossio, Maria Eugenia; Zerbino, Raul Luis; Creep and residual properties of cracked macro-synthetic fibre reinforced concretes; Thomas Telford Publishing; Magazine Of Concrete Research; 68; 4; 2-2016; 197-207
0024-9831
1751-763X
CONICET Digital
CONICET
dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv info:eu-repo/semantics/altIdentifier/doi/10.1680/macr.15.00111
info:eu-repo/semantics/altIdentifier/url/https://www.icevirtuallibrary.com/doi/10.1680/macr.15.00111
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
eu_rights_str_mv openAccess
rights_invalid_str_mv https://creativecommons.org/licenses/by-nc-sa/2.5/ar/
dc.format.none.fl_str_mv application/pdf
application/pdf
application/pdf
dc.publisher.none.fl_str_mv Thomas Telford Publishing
publisher.none.fl_str_mv Thomas Telford Publishing
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_ 1844613297671766016
score 13.070432

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