Study on the Performance of Prestressed Concrete Beams Reinforced with Steel Fibers (HPRF)

Autores
Siles, María; Almenar, Martín Ernesto; Isla Calderón, Facundo Andrés; Luccioni, Bibiana Maria
Año de publicación
2024
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
The addition of fibers to concrete improves the shear performance of a structural element. However, there is a greater amount of scientific work on the evaluation of the effects of fibers in reinforced concrete structural elements than in prestressed elements. In this work, the behavior of HPRF beams tested in shear by other researchers is studied numerically in order to evaluate the contribution of fibers. The objective is to contribute to the efficient design of this type of beams.For this purpose, a shear test is modeled and the parameters of the constitutive model are calibrated by comparing the numerical results with the experimental ones. Then, the numerical model is used to reproduce the behavior of an experimentally tested HPRF beam.
Fil: Siles, María. Universidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Instituto de Estructuras "Ing. Arturo M. Guzmán"; Argentina
Fil: Almenar, Martín Ernesto. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Tucumán; Argentina. Universidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Instituto de Estructuras "Ing. Arturo M. Guzmán"; Argentina
Fil: Isla Calderón, Facundo Andrés. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Tucumán; Argentina. Universidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Instituto de Estructuras "Ing. Arturo M. Guzmán"; Argentina
Fil: Luccioni, Bibiana Maria. Universidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Instituto de Estructuras "Ing. Arturo M. Guzmán"; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Tucumán; Argentina
Materia
STEEL FIBER REINFORCED CONCRETE
PRESTRESSED CONCRETE
NUMERICAL MODEL
Nivel de accesibilidad
acceso abierto
Condiciones de uso
https://creativecommons.org/licenses/by-nc/2.5/ar/
Repositorio
CONICET Digital (CONICET)
Institución
Consejo Nacional de Investigaciones Científicas y Técnicas
OAI Identificador
oai:ri.conicet.gov.ar:11336/252669
Acceder
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network_acronym_str CONICETDig
repository_id_str 3498
network_name_str CONICET Digital (CONICET)
spelling Study on the Performance of Prestressed Concrete Beams Reinforced with Steel Fibers (HPRF)Siles, MaríaAlmenar, Martín ErnestoIsla Calderón, Facundo AndrésLuccioni, Bibiana MariaSTEEL FIBER REINFORCED CONCRETEPRESTRESSED CONCRETENUMERICAL MODELhttps://purl.org/becyt/ford/2.1https://purl.org/becyt/ford/2The addition of fibers to concrete improves the shear performance of a structural element. However, there is a greater amount of scientific work on the evaluation of the effects of fibers in reinforced concrete structural elements than in prestressed elements. In this work, the behavior of HPRF beams tested in shear by other researchers is studied numerically in order to evaluate the contribution of fibers. The objective is to contribute to the efficient design of this type of beams.For this purpose, a shear test is modeled and the parameters of the constitutive model are calibrated by comparing the numerical results with the experimental ones. Then, the numerical model is used to reproduce the behavior of an experimentally tested HPRF beam.Fil: Siles, María. Universidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Instituto de Estructuras "Ing. Arturo M. Guzmán"; ArgentinaFil: Almenar, Martín Ernesto. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Tucumán; Argentina. Universidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Instituto de Estructuras "Ing. Arturo M. Guzmán"; ArgentinaFil: Isla Calderón, Facundo Andrés. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Tucumán; Argentina. Universidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Instituto de Estructuras "Ing. Arturo M. Guzmán"; ArgentinaFil: Luccioni, Bibiana Maria. Universidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Instituto de Estructuras "Ing. Arturo M. Guzmán"; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Tucumán; ArgentinaFrontier Scientific Publishing2024-04info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/252669Siles, María; Almenar, Martín Ernesto; Isla Calderón, Facundo Andrés; Luccioni, Bibiana Maria; Study on the Performance of Prestressed Concrete Beams Reinforced with Steel Fibers (HPRF); Frontier Scientific Publishing; Journal of Building Technology; 6; 2; 4-2024; 1-122705-13902717-5103CONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/url/https://front-sci.com/journal/article?doi=10.32629/jbt.v6i2.2742info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-10-15T14:35:17Zoai:ri.conicet.gov.ar:11336/252669instacron: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:34982025-10-15 14:35:17.405CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv Study on the Performance of Prestressed Concrete Beams Reinforced with Steel Fibers (HPRF)
title Study on the Performance of Prestressed Concrete Beams Reinforced with Steel Fibers (HPRF)
spellingShingle Study on the Performance of Prestressed Concrete Beams Reinforced with Steel Fibers (HPRF)
Siles, María
STEEL FIBER REINFORCED CONCRETE
PRESTRESSED CONCRETE
NUMERICAL MODEL
title_short Study on the Performance of Prestressed Concrete Beams Reinforced with Steel Fibers (HPRF)
title_full Study on the Performance of Prestressed Concrete Beams Reinforced with Steel Fibers (HPRF)
title_fullStr Study on the Performance of Prestressed Concrete Beams Reinforced with Steel Fibers (HPRF)
title_full_unstemmed Study on the Performance of Prestressed Concrete Beams Reinforced with Steel Fibers (HPRF)
title_sort Study on the Performance of Prestressed Concrete Beams Reinforced with Steel Fibers (HPRF)
dc.creator.none.fl_str_mv Siles, María
Almenar, Martín Ernesto
Isla Calderón, Facundo Andrés
Luccioni, Bibiana Maria
author Siles, María
author_facet Siles, María
Almenar, Martín Ernesto
Isla Calderón, Facundo Andrés
Luccioni, Bibiana Maria
author_role author
author2 Almenar, Martín Ernesto
Isla Calderón, Facundo Andrés
Luccioni, Bibiana Maria
author2_role author
author
author
dc.subject.none.fl_str_mv STEEL FIBER REINFORCED CONCRETE
PRESTRESSED CONCRETE
NUMERICAL MODEL
topic STEEL FIBER REINFORCED CONCRETE
PRESTRESSED CONCRETE
NUMERICAL MODEL
purl_subject.fl_str_mv https://purl.org/becyt/ford/2.1
https://purl.org/becyt/ford/2
dc.description.none.fl_txt_mv The addition of fibers to concrete improves the shear performance of a structural element. However, there is a greater amount of scientific work on the evaluation of the effects of fibers in reinforced concrete structural elements than in prestressed elements. In this work, the behavior of HPRF beams tested in shear by other researchers is studied numerically in order to evaluate the contribution of fibers. The objective is to contribute to the efficient design of this type of beams.For this purpose, a shear test is modeled and the parameters of the constitutive model are calibrated by comparing the numerical results with the experimental ones. Then, the numerical model is used to reproduce the behavior of an experimentally tested HPRF beam.
Fil: Siles, María. Universidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Instituto de Estructuras "Ing. Arturo M. Guzmán"; Argentina
Fil: Almenar, Martín Ernesto. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Tucumán; Argentina. Universidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Instituto de Estructuras "Ing. Arturo M. Guzmán"; Argentina
Fil: Isla Calderón, Facundo Andrés. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Tucumán; Argentina. Universidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Instituto de Estructuras "Ing. Arturo M. Guzmán"; Argentina
Fil: Luccioni, Bibiana Maria. Universidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Instituto de Estructuras "Ing. Arturo M. Guzmán"; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Tucumán; Argentina
description The addition of fibers to concrete improves the shear performance of a structural element. However, there is a greater amount of scientific work on the evaluation of the effects of fibers in reinforced concrete structural elements than in prestressed elements. In this work, the behavior of HPRF beams tested in shear by other researchers is studied numerically in order to evaluate the contribution of fibers. The objective is to contribute to the efficient design of this type of beams.For this purpose, a shear test is modeled and the parameters of the constitutive model are calibrated by comparing the numerical results with the experimental ones. Then, the numerical model is used to reproduce the behavior of an experimentally tested HPRF beam.
publishDate 2024
dc.date.none.fl_str_mv 2024-04
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/11336/252669
Siles, María; Almenar, Martín Ernesto; Isla Calderón, Facundo Andrés; Luccioni, Bibiana Maria; Study on the Performance of Prestressed Concrete Beams Reinforced with Steel Fibers (HPRF); Frontier Scientific Publishing; Journal of Building Technology; 6; 2; 4-2024; 1-12
2705-1390
2717-5103
CONICET Digital
CONICET
url http://hdl.handle.net/11336/252669
identifier_str_mv Siles, María; Almenar, Martín Ernesto; Isla Calderón, Facundo Andrés; Luccioni, Bibiana Maria; Study on the Performance of Prestressed Concrete Beams Reinforced with Steel Fibers (HPRF); Frontier Scientific Publishing; Journal of Building Technology; 6; 2; 4-2024; 1-12
2705-1390
2717-5103
CONICET Digital
CONICET
dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv info:eu-repo/semantics/altIdentifier/url/https://front-sci.com/journal/article?doi=10.32629/jbt.v6i2.2742
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
https://creativecommons.org/licenses/by-nc/2.5/ar/
eu_rights_str_mv openAccess
rights_invalid_str_mv https://creativecommons.org/licenses/by-nc/2.5/ar/
dc.format.none.fl_str_mv application/pdf
application/pdf
dc.publisher.none.fl_str_mv Frontier Scientific Publishing
publisher.none.fl_str_mv Frontier Scientific 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_ 1846082811034861568
score 12.891075

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