Interface model for fracture behaviour of Fiber-Reinforced Cementitious Composites (FRCCs): theoretical formulation and applications

Autores
Caggiano, Antonio; Etse, Jose Guillermo; Martinelli, Enzo
Año de publicación
2011
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
This paper presents a model for fiber-reinforced cementitious composites (FRCCs) based on a cohesive-frictional interface theory. A zero-thickness joint model is formulated for simulating the fracture behaviour of interfaces between the various phases of fiber-reinforced concretes. In particular, the “Mixture Theory” is used for describing the coupled action between concrete and fibers. Numerical analyses have been carried out on both plain concrete and FRCC members. Comparisons between numerical simulation and experimental evidence demonstrate the accuracy and soundness of the proposed formulation.
Cet article présente une théorie pour simuler la réponse non linéaire des matériaux composites en béton fibré (FRCC). Un modèle d'interface sans, paisseur est formulé pour simuler le comportement à la fracture entre plusieurs phases du béton fibré. En particulier, la ⟨Théorie des mixtures⟩ est utilisée pour reproduire l'action couplée de béton et fibres. Enfin, la comparaison entre des résultats numériques et les données expérimentales montrent le potentiel du modèle proposé.
Fil: Caggiano, Antonio. Universita di Salerno; Italia. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Tucumán; Argentina. Universidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Centro de Métodos Numéricos y Computacionales en Ingeniería; Argentina
Fil: Etse, Jose Guillermo. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Tucumán; Argentina. Universidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Centro de Métodos Numéricos y Computacionales en Ingeniería; Argentina
Fil: Martinelli, Enzo. Universita di Salerno; Italia
Materia
Constitutive Laws
Fiber Bond
Fiber-Reinforced Concrete
Mixture Theory
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:11336/70203
Acceder
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network_acronym_str CONICETDig
repository_id_str 3498
network_name_str CONICET Digital (CONICET)
spelling Interface model for fracture behaviour of Fiber-Reinforced Cementitious Composites (FRCCs): theoretical formulation and applicationsCaggiano, AntonioEtse, Jose GuillermoMartinelli, EnzoConstitutive LawsFiber BondFiber-Reinforced ConcreteMixture Theoryhttps://purl.org/becyt/ford/2.1https://purl.org/becyt/ford/2https://purl.org/becyt/ford/2.5https://purl.org/becyt/ford/2This paper presents a model for fiber-reinforced cementitious composites (FRCCs) based on a cohesive-frictional interface theory. A zero-thickness joint model is formulated for simulating the fracture behaviour of interfaces between the various phases of fiber-reinforced concretes. In particular, the “Mixture Theory” is used for describing the coupled action between concrete and fibers. Numerical analyses have been carried out on both plain concrete and FRCC members. Comparisons between numerical simulation and experimental evidence demonstrate the accuracy and soundness of the proposed formulation.Cet article présente une théorie pour simuler la réponse non linéaire des matériaux composites en béton fibré (FRCC). Un modèle d'interface sans, paisseur est formulé pour simuler le comportement à la fracture entre plusieurs phases du béton fibré. En particulier, la ⟨Théorie des mixtures⟩ est utilisée pour reproduire l'action couplée de béton et fibres. Enfin, la comparaison entre des résultats numériques et les données expérimentales montrent le potentiel du modèle proposé.Fil: Caggiano, Antonio. Universita di Salerno; Italia. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Tucumán; Argentina. Universidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Centro de Métodos Numéricos y Computacionales en Ingeniería; ArgentinaFil: Etse, Jose Guillermo. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Tucumán; Argentina. Universidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Centro de Métodos Numéricos y Computacionales en Ingeniería; ArgentinaFil: Martinelli, Enzo. Universita di Salerno; ItaliaLavoisier2011-09info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/70203Caggiano, Antonio; Etse, Jose Guillermo; Martinelli, Enzo; Interface model for fracture behaviour of Fiber-Reinforced Cementitious Composites (FRCCs): theoretical formulation and applications; Lavoisier; European Journal Of Environmental And Civil Engineering; 15; 9; 9-2011; 1339-13591964-8189CONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/url/https://www.tandfonline.com/doi/abs/10.1080/19648189.2011.9714858info:eu-repo/semantics/altIdentifier/doi/10.1080/19648189.2011.9714858info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-09-03T10:09:28Zoai:ri.conicet.gov.ar:11336/70203instacron: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:34982025-09-03 10:09:28.679CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv Interface model for fracture behaviour of Fiber-Reinforced Cementitious Composites (FRCCs): theoretical formulation and applications
title Interface model for fracture behaviour of Fiber-Reinforced Cementitious Composites (FRCCs): theoretical formulation and applications
spellingShingle Interface model for fracture behaviour of Fiber-Reinforced Cementitious Composites (FRCCs): theoretical formulation and applications
Caggiano, Antonio
Constitutive Laws
Fiber Bond
Fiber-Reinforced Concrete
Mixture Theory
title_short Interface model for fracture behaviour of Fiber-Reinforced Cementitious Composites (FRCCs): theoretical formulation and applications
title_full Interface model for fracture behaviour of Fiber-Reinforced Cementitious Composites (FRCCs): theoretical formulation and applications
title_fullStr Interface model for fracture behaviour of Fiber-Reinforced Cementitious Composites (FRCCs): theoretical formulation and applications
title_full_unstemmed Interface model for fracture behaviour of Fiber-Reinforced Cementitious Composites (FRCCs): theoretical formulation and applications
title_sort Interface model for fracture behaviour of Fiber-Reinforced Cementitious Composites (FRCCs): theoretical formulation and applications
dc.creator.none.fl_str_mv Caggiano, Antonio
Etse, Jose Guillermo
Martinelli, Enzo
author Caggiano, Antonio
author_facet Caggiano, Antonio
Etse, Jose Guillermo
Martinelli, Enzo
author_role author
author2 Etse, Jose Guillermo
Martinelli, Enzo
author2_role author
author
dc.subject.none.fl_str_mv Constitutive Laws
Fiber Bond
Fiber-Reinforced Concrete
Mixture Theory
topic Constitutive Laws
Fiber Bond
Fiber-Reinforced Concrete
Mixture Theory
purl_subject.fl_str_mv https://purl.org/becyt/ford/2.1
https://purl.org/becyt/ford/2
https://purl.org/becyt/ford/2.5
https://purl.org/becyt/ford/2
dc.description.none.fl_txt_mv This paper presents a model for fiber-reinforced cementitious composites (FRCCs) based on a cohesive-frictional interface theory. A zero-thickness joint model is formulated for simulating the fracture behaviour of interfaces between the various phases of fiber-reinforced concretes. In particular, the “Mixture Theory” is used for describing the coupled action between concrete and fibers. Numerical analyses have been carried out on both plain concrete and FRCC members. Comparisons between numerical simulation and experimental evidence demonstrate the accuracy and soundness of the proposed formulation.
Cet article présente une théorie pour simuler la réponse non linéaire des matériaux composites en béton fibré (FRCC). Un modèle d'interface sans, paisseur est formulé pour simuler le comportement à la fracture entre plusieurs phases du béton fibré. En particulier, la ⟨Théorie des mixtures⟩ est utilisée pour reproduire l'action couplée de béton et fibres. Enfin, la comparaison entre des résultats numériques et les données expérimentales montrent le potentiel du modèle proposé.
Fil: Caggiano, Antonio. Universita di Salerno; Italia. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Tucumán; Argentina. Universidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Centro de Métodos Numéricos y Computacionales en Ingeniería; Argentina
Fil: Etse, Jose Guillermo. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Tucumán; Argentina. Universidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Centro de Métodos Numéricos y Computacionales en Ingeniería; Argentina
Fil: Martinelli, Enzo. Universita di Salerno; Italia
description This paper presents a model for fiber-reinforced cementitious composites (FRCCs) based on a cohesive-frictional interface theory. A zero-thickness joint model is formulated for simulating the fracture behaviour of interfaces between the various phases of fiber-reinforced concretes. In particular, the “Mixture Theory” is used for describing the coupled action between concrete and fibers. Numerical analyses have been carried out on both plain concrete and FRCC members. Comparisons between numerical simulation and experimental evidence demonstrate the accuracy and soundness of the proposed formulation.
publishDate 2011
dc.date.none.fl_str_mv 2011-09
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/11336/70203
Caggiano, Antonio; Etse, Jose Guillermo; Martinelli, Enzo; Interface model for fracture behaviour of Fiber-Reinforced Cementitious Composites (FRCCs): theoretical formulation and applications; Lavoisier; European Journal Of Environmental And Civil Engineering; 15; 9; 9-2011; 1339-1359
1964-8189
CONICET Digital
CONICET
url http://hdl.handle.net/11336/70203
identifier_str_mv Caggiano, Antonio; Etse, Jose Guillermo; Martinelli, Enzo; Interface model for fracture behaviour of Fiber-Reinforced Cementitious Composites (FRCCs): theoretical formulation and applications; Lavoisier; European Journal Of Environmental And Civil Engineering; 15; 9; 9-2011; 1339-1359
1964-8189
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://www.tandfonline.com/doi/abs/10.1080/19648189.2011.9714858
info:eu-repo/semantics/altIdentifier/doi/10.1080/19648189.2011.9714858
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
dc.publisher.none.fl_str_mv Lavoisier
publisher.none.fl_str_mv Lavoisier
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_ 1842270082449801216
score 13.13397

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