Mechanical response of fiber reinforced concrete overlays over asphalt concrete substrate: Experimental results and numerical simulation

Autores
Isla Calderón, Facundo Andrés; Luccioni, Bibiana Maria; Ruano Sandoval, Gonzalo Javier; Torrijos, Maria Celeste; Morea, Francisco; Giaccio, Graciela Marta; Zerbino, Raul Luis
Año de publicación
2015
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
Fiber reinforced concrete overlays are nowadays an alternative for repairing and reinforcing pavements. The contribution of concrete overlays strongly depends on the bond with the substrate. The fibers help sewing contraction joints and eventual cracks and, in this way prevent the propagation of cracks along the substrate-overlay interface. Therefore, the addition of fibers to the overlay allows reducing repair thickness, increasing service life and improving pavements general performance. Some experimental tests performed for the development of a method to assess different fibers efficiency in this type of applications are presented in this paper. Substrate-overlay composite beams are tested under flexure. The beams consist of overlays of plain and fiber reinforced concretes, containing steel and macro-synthetic fibers, applied over an asphalt concrete substrate. The numerical simulation of the beams is also included in the paper. Fiber reinforced concrete is considered as a composite material made of a concrete matrix and fibers and its mechanical behavior is modeled with a simple homogenization approach based on modified mixture theory. The numerical simulation can accurately reproduce material characterization tests and predict the bearing capacity of the composite beams. Furthermore, other substrate/overlay alternatives are numerically studied. The numerical results could be useful to improve the design of these intervention techniques.
Fil: Isla Calderón, Facundo Andrés. 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
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
Fil: Ruano Sandoval, Gonzalo Javier. 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
Fil: Torrijos, Maria Celeste. Provincia de Buenos Aires. Gobernación. Comisión de Investigaciones Científicas. Laboratorio de Entrenamiento Multidisciplinario para la Investigación Tecnológica; Argentina. Universidad Nacional de La Plata. Facultad de Ingeniería; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mar del Plata; Argentina
Fil: Morea, Francisco. Provincia de Buenos Aires. Gobernación. Comisión de Investigaciones Científicas. Laboratorio de Entrenamiento Multidisciplinario para la Investigación Tecnológica; Argentina
Fil: Giaccio, Graciela Marta. Provincia de Buenos Aires. Gobernación. Comisión de Investigaciones Científicas. Laboratorio de Entrenamiento Multidisciplinario para la Investigación Tecnológica; Argentina. Universidad Nacional de La Plata. Facultad de Ingeniería; Argentina
Fil: Zerbino, Raul Luis. Universidad Nacional de La Plata. Facultad de Ingeniería; Argentina. Provincia de Buenos Aires. Gobernación. Comisión de Investigaciones Científicas. Laboratorio de Entrenamiento Multidisciplinario para la Investigación Tecnológica; Argentina
Materia
COMPOSITE
FIBER REINFORCED CONCRETE
FIBERS PULL-OUT
NUMERICAL MODEL
OVERLAY
PAVEMENT REINFORCEMENT
WHITETOPPING
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:11336/120160
Acceder
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network_acronym_str CONICETDig
repository_id_str 3498
network_name_str CONICET Digital (CONICET)
spelling Mechanical response of fiber reinforced concrete overlays over asphalt concrete substrate: Experimental results and numerical simulationIsla Calderón, Facundo AndrésLuccioni, Bibiana MariaRuano Sandoval, Gonzalo JavierTorrijos, Maria CelesteMorea, FranciscoGiaccio, Graciela MartaZerbino, Raul LuisCOMPOSITEFIBER REINFORCED CONCRETEFIBERS PULL-OUTNUMERICAL MODELOVERLAYPAVEMENT REINFORCEMENTWHITETOPPINGhttps://purl.org/becyt/ford/2.1https://purl.org/becyt/ford/2Fiber reinforced concrete overlays are nowadays an alternative for repairing and reinforcing pavements. The contribution of concrete overlays strongly depends on the bond with the substrate. The fibers help sewing contraction joints and eventual cracks and, in this way prevent the propagation of cracks along the substrate-overlay interface. Therefore, the addition of fibers to the overlay allows reducing repair thickness, increasing service life and improving pavements general performance. Some experimental tests performed for the development of a method to assess different fibers efficiency in this type of applications are presented in this paper. Substrate-overlay composite beams are tested under flexure. The beams consist of overlays of plain and fiber reinforced concretes, containing steel and macro-synthetic fibers, applied over an asphalt concrete substrate. The numerical simulation of the beams is also included in the paper. Fiber reinforced concrete is considered as a composite material made of a concrete matrix and fibers and its mechanical behavior is modeled with a simple homogenization approach based on modified mixture theory. The numerical simulation can accurately reproduce material characterization tests and predict the bearing capacity of the composite beams. Furthermore, other substrate/overlay alternatives are numerically studied. The numerical results could be useful to improve the design of these intervention techniques.Fil: Isla Calderón, Facundo Andrés. 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; 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; ArgentinaFil: Ruano Sandoval, Gonzalo Javier. 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; ArgentinaFil: Torrijos, Maria Celeste. Provincia de Buenos Aires. Gobernación. Comisión de Investigaciones Científicas. Laboratorio de Entrenamiento Multidisciplinario para la Investigación Tecnológica; Argentina. Universidad Nacional de La Plata. Facultad de Ingeniería; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mar del Plata; ArgentinaFil: Morea, Francisco. Provincia de Buenos Aires. Gobernación. Comisión de Investigaciones Científicas. Laboratorio de Entrenamiento Multidisciplinario para la Investigación Tecnológica; ArgentinaFil: Giaccio, Graciela Marta. Provincia de Buenos Aires. Gobernación. Comisión de Investigaciones Científicas. Laboratorio de Entrenamiento Multidisciplinario para la Investigación Tecnológica; Argentina. Universidad Nacional de La Plata. Facultad de Ingeniería; ArgentinaFil: Zerbino, Raul Luis. Universidad Nacional de La Plata. Facultad de Ingeniería; Argentina. Provincia de Buenos Aires. Gobernación. Comisión de Investigaciones Científicas. Laboratorio de Entrenamiento Multidisciplinario para la Investigación Tecnológica; ArgentinaElsevier2015-07info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfapplication/pdfapplication/pdfapplication/pdfapplication/pdfapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/120160Isla Calderón, Facundo Andrés; Luccioni, Bibiana Maria; Ruano Sandoval, Gonzalo Javier; Torrijos, Maria Celeste; Morea, Francisco; et al.; Mechanical response of fiber reinforced concrete overlays over asphalt concrete substrate: Experimental results and numerical simulation; Elsevier; Construction And Building Materials; 93; 7-2015; 1022-10330950-0618CONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/url/http://www.sciencedirect.com/science/article/pii/S0950061815005474info:eu-repo/semantics/altIdentifier/doi/10.1016/j.conbuildmat.2015.05.050info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-09-29T10:27:34Zoai:ri.conicet.gov.ar:11336/120160instacron: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 10:27:34.274CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv Mechanical response of fiber reinforced concrete overlays over asphalt concrete substrate: Experimental results and numerical simulation
title Mechanical response of fiber reinforced concrete overlays over asphalt concrete substrate: Experimental results and numerical simulation
spellingShingle Mechanical response of fiber reinforced concrete overlays over asphalt concrete substrate: Experimental results and numerical simulation
Isla Calderón, Facundo Andrés
COMPOSITE
FIBER REINFORCED CONCRETE
FIBERS PULL-OUT
NUMERICAL MODEL
OVERLAY
PAVEMENT REINFORCEMENT
WHITETOPPING
title_short Mechanical response of fiber reinforced concrete overlays over asphalt concrete substrate: Experimental results and numerical simulation
title_full Mechanical response of fiber reinforced concrete overlays over asphalt concrete substrate: Experimental results and numerical simulation
title_fullStr Mechanical response of fiber reinforced concrete overlays over asphalt concrete substrate: Experimental results and numerical simulation
title_full_unstemmed Mechanical response of fiber reinforced concrete overlays over asphalt concrete substrate: Experimental results and numerical simulation
title_sort Mechanical response of fiber reinforced concrete overlays over asphalt concrete substrate: Experimental results and numerical simulation
dc.creator.none.fl_str_mv Isla Calderón, Facundo Andrés
Luccioni, Bibiana Maria
Ruano Sandoval, Gonzalo Javier
Torrijos, Maria Celeste
Morea, Francisco
Giaccio, Graciela Marta
Zerbino, Raul Luis
author Isla Calderón, Facundo Andrés
author_facet Isla Calderón, Facundo Andrés
Luccioni, Bibiana Maria
Ruano Sandoval, Gonzalo Javier
Torrijos, Maria Celeste
Morea, Francisco
Giaccio, Graciela Marta
Zerbino, Raul Luis
author_role author
author2 Luccioni, Bibiana Maria
Ruano Sandoval, Gonzalo Javier
Torrijos, Maria Celeste
Morea, Francisco
Giaccio, Graciela Marta
Zerbino, Raul Luis
author2_role author
author
author
author
author
author
dc.subject.none.fl_str_mv COMPOSITE
FIBER REINFORCED CONCRETE
FIBERS PULL-OUT
NUMERICAL MODEL
OVERLAY
PAVEMENT REINFORCEMENT
WHITETOPPING
topic COMPOSITE
FIBER REINFORCED CONCRETE
FIBERS PULL-OUT
NUMERICAL MODEL
OVERLAY
PAVEMENT REINFORCEMENT
WHITETOPPING
purl_subject.fl_str_mv https://purl.org/becyt/ford/2.1
https://purl.org/becyt/ford/2
dc.description.none.fl_txt_mv Fiber reinforced concrete overlays are nowadays an alternative for repairing and reinforcing pavements. The contribution of concrete overlays strongly depends on the bond with the substrate. The fibers help sewing contraction joints and eventual cracks and, in this way prevent the propagation of cracks along the substrate-overlay interface. Therefore, the addition of fibers to the overlay allows reducing repair thickness, increasing service life and improving pavements general performance. Some experimental tests performed for the development of a method to assess different fibers efficiency in this type of applications are presented in this paper. Substrate-overlay composite beams are tested under flexure. The beams consist of overlays of plain and fiber reinforced concretes, containing steel and macro-synthetic fibers, applied over an asphalt concrete substrate. The numerical simulation of the beams is also included in the paper. Fiber reinforced concrete is considered as a composite material made of a concrete matrix and fibers and its mechanical behavior is modeled with a simple homogenization approach based on modified mixture theory. The numerical simulation can accurately reproduce material characterization tests and predict the bearing capacity of the composite beams. Furthermore, other substrate/overlay alternatives are numerically studied. The numerical results could be useful to improve the design of these intervention techniques.
Fil: Isla Calderón, Facundo Andrés. 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
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
Fil: Ruano Sandoval, Gonzalo Javier. 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
Fil: Torrijos, Maria Celeste. Provincia de Buenos Aires. Gobernación. Comisión de Investigaciones Científicas. Laboratorio de Entrenamiento Multidisciplinario para la Investigación Tecnológica; Argentina. Universidad Nacional de La Plata. Facultad de Ingeniería; Argentina. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Mar del Plata; Argentina
Fil: Morea, Francisco. Provincia de Buenos Aires. Gobernación. Comisión de Investigaciones Científicas. Laboratorio de Entrenamiento Multidisciplinario para la Investigación Tecnológica; Argentina
Fil: Giaccio, Graciela Marta. Provincia de Buenos Aires. Gobernación. Comisión de Investigaciones Científicas. Laboratorio de Entrenamiento Multidisciplinario para la Investigación Tecnológica; Argentina. Universidad Nacional de La Plata. Facultad de Ingeniería; Argentina
Fil: Zerbino, Raul Luis. Universidad Nacional de La Plata. Facultad de Ingeniería; Argentina. Provincia de Buenos Aires. Gobernación. Comisión de Investigaciones Científicas. Laboratorio de Entrenamiento Multidisciplinario para la Investigación Tecnológica; Argentina
description Fiber reinforced concrete overlays are nowadays an alternative for repairing and reinforcing pavements. The contribution of concrete overlays strongly depends on the bond with the substrate. The fibers help sewing contraction joints and eventual cracks and, in this way prevent the propagation of cracks along the substrate-overlay interface. Therefore, the addition of fibers to the overlay allows reducing repair thickness, increasing service life and improving pavements general performance. Some experimental tests performed for the development of a method to assess different fibers efficiency in this type of applications are presented in this paper. Substrate-overlay composite beams are tested under flexure. The beams consist of overlays of plain and fiber reinforced concretes, containing steel and macro-synthetic fibers, applied over an asphalt concrete substrate. The numerical simulation of the beams is also included in the paper. Fiber reinforced concrete is considered as a composite material made of a concrete matrix and fibers and its mechanical behavior is modeled with a simple homogenization approach based on modified mixture theory. The numerical simulation can accurately reproduce material characterization tests and predict the bearing capacity of the composite beams. Furthermore, other substrate/overlay alternatives are numerically studied. The numerical results could be useful to improve the design of these intervention techniques.
publishDate 2015
dc.date.none.fl_str_mv 2015-07
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/11336/120160
Isla Calderón, Facundo Andrés; Luccioni, Bibiana Maria; Ruano Sandoval, Gonzalo Javier; Torrijos, Maria Celeste; Morea, Francisco; et al.; Mechanical response of fiber reinforced concrete overlays over asphalt concrete substrate: Experimental results and numerical simulation; Elsevier; Construction And Building Materials; 93; 7-2015; 1022-1033
0950-0618
CONICET Digital
CONICET
url http://hdl.handle.net/11336/120160
identifier_str_mv Isla Calderón, Facundo Andrés; Luccioni, Bibiana Maria; Ruano Sandoval, Gonzalo Javier; Torrijos, Maria Celeste; Morea, Francisco; et al.; Mechanical response of fiber reinforced concrete overlays over asphalt concrete substrate: Experimental results and numerical simulation; Elsevier; Construction And Building Materials; 93; 7-2015; 1022-1033
0950-0618
CONICET Digital
CONICET
dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv info:eu-repo/semantics/altIdentifier/url/http://www.sciencedirect.com/science/article/pii/S0950061815005474
info:eu-repo/semantics/altIdentifier/doi/10.1016/j.conbuildmat.2015.05.050
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
application/pdf
application/pdf
application/pdf
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
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score 13.070432

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