Análise tridimensional de elementos estruturais de concreto armado via elementos finitos com descontinuidades incorporadas

Autores
Manzoli, O. L.; Oliver, J.; Diaz, G.; Huespe, Alfredo Edmundo
Año de publicación
2008
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
This paper presents a methodology to model three-dimensional reinforced concrete members by means of embedded discontinuityelements based on the Continuous Strong Discontinuous Approach (CSDA). Mixture theory concepts are used to model reinforced concreteas a 3D composite material constituted of concrete with long fiber bundles (rebars) oriented in different directions embedded in it.The effects of the rebars are provided by phenomenological constitutive models designed to reproduce the axial non-linear behavior, aswell as bond-slip and dowel action. This paper is focused on the constitutive models assumed for the components and the compatibilityconditions chosen to constitute the composite. Numerical analyses of existing experimental reinforced concrete members are presented,illustrating the applicability of the methodology.
Fil: Manzoli, O. L.. Universidade Estadual Paulista Julio de Mesquita Filho; Brasil
Fil: Oliver, J.. Universidad Politécnica de Catalunya; España
Fil: Diaz, G.. Universidad Politécnica de Catalunya; España
Fil: Huespe, Alfredo Edmundo. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Santa Fe. Instituto de Desarrollo Tecnológico para la Industria Química. Universidad Nacional del Litoral. Instituto de Desarrollo Tecnológico para la Industria Química; Argentina
Materia
Finite Elements,
Fracture Mechanics,
Mixture Theory, Embedded Cracks
Strong Discontinuities,
Nivel de accesibilidad
acceso abierto
Condiciones de uso
https://creativecommons.org/licenses/by/2.5/ar/
Repositorio
CONICET Digital (CONICET)
Institución
Consejo Nacional de Investigaciones Científicas y Técnicas
OAI Identificador
oai:ri.conicet.gov.ar:11336/76364
Acceder
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oai_identifier_str oai:ri.conicet.gov.ar:11336/76364
network_acronym_str CONICETDig
repository_id_str 3498
network_name_str CONICET Digital (CONICET)
spelling Análise tridimensional de elementos estruturais de concreto armado via elementos finitos com descontinuidades incorporadasManzoli, O. L.Oliver, J.Diaz, G.Huespe, Alfredo EdmundoFinite Elements,Fracture Mechanics,Mixture Theory, Embedded CracksStrong Discontinuities,This paper presents a methodology to model three-dimensional reinforced concrete members by means of embedded discontinuityelements based on the Continuous Strong Discontinuous Approach (CSDA). Mixture theory concepts are used to model reinforced concreteas a 3D composite material constituted of concrete with long fiber bundles (rebars) oriented in different directions embedded in it.The effects of the rebars are provided by phenomenological constitutive models designed to reproduce the axial non-linear behavior, aswell as bond-slip and dowel action. This paper is focused on the constitutive models assumed for the components and the compatibilityconditions chosen to constitute the composite. Numerical analyses of existing experimental reinforced concrete members are presented,illustrating the applicability of the methodology.Fil: Manzoli, O. L.. Universidade Estadual Paulista Julio de Mesquita Filho; BrasilFil: Oliver, J.. Universidad Politécnica de Catalunya; EspañaFil: Diaz, G.. Universidad Politécnica de Catalunya; EspañaFil: Huespe, Alfredo Edmundo. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Santa Fe. Instituto de Desarrollo Tecnológico para la Industria Química. Universidad Nacional del Litoral. Instituto de Desarrollo Tecnológico para la Industria Química; ArgentinaIBRACOM2008-03info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/76364Manzoli, O. L.; Oliver, J.; Diaz, G.; Huespe, Alfredo Edmundo; Análise tridimensional de elementos estruturais de concreto armado via elementos finitos com descontinuidades incorporadas; IBRACOM; Revista IBRACON de Estruturas e Materiais; 1; 1; 3-2008; 58-831983-4195CONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/doi/10.1590/S1983-41952008000100004info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-09-03T10:08:33Zoai:ri.conicet.gov.ar:11336/76364instacron: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 10:08:34.231CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv Análise tridimensional de elementos estruturais de concreto armado via elementos finitos com descontinuidades incorporadas
title Análise tridimensional de elementos estruturais de concreto armado via elementos finitos com descontinuidades incorporadas
spellingShingle Análise tridimensional de elementos estruturais de concreto armado via elementos finitos com descontinuidades incorporadas
Manzoli, O. L.
Finite Elements,
Fracture Mechanics,
Mixture Theory, Embedded Cracks
Strong Discontinuities,
title_short Análise tridimensional de elementos estruturais de concreto armado via elementos finitos com descontinuidades incorporadas
title_full Análise tridimensional de elementos estruturais de concreto armado via elementos finitos com descontinuidades incorporadas
title_fullStr Análise tridimensional de elementos estruturais de concreto armado via elementos finitos com descontinuidades incorporadas
title_full_unstemmed Análise tridimensional de elementos estruturais de concreto armado via elementos finitos com descontinuidades incorporadas
title_sort Análise tridimensional de elementos estruturais de concreto armado via elementos finitos com descontinuidades incorporadas
dc.creator.none.fl_str_mv Manzoli, O. L.
Oliver, J.
Diaz, G.
Huespe, Alfredo Edmundo
author Manzoli, O. L.
author_facet Manzoli, O. L.
Oliver, J.
Diaz, G.
Huespe, Alfredo Edmundo
author_role author
author2 Oliver, J.
Diaz, G.
Huespe, Alfredo Edmundo
author2_role author
author
author
dc.subject.none.fl_str_mv Finite Elements,
Fracture Mechanics,
Mixture Theory, Embedded Cracks
Strong Discontinuities,
topic Finite Elements,
Fracture Mechanics,
Mixture Theory, Embedded Cracks
Strong Discontinuities,
dc.description.none.fl_txt_mv This paper presents a methodology to model three-dimensional reinforced concrete members by means of embedded discontinuityelements based on the Continuous Strong Discontinuous Approach (CSDA). Mixture theory concepts are used to model reinforced concreteas a 3D composite material constituted of concrete with long fiber bundles (rebars) oriented in different directions embedded in it.The effects of the rebars are provided by phenomenological constitutive models designed to reproduce the axial non-linear behavior, aswell as bond-slip and dowel action. This paper is focused on the constitutive models assumed for the components and the compatibilityconditions chosen to constitute the composite. Numerical analyses of existing experimental reinforced concrete members are presented,illustrating the applicability of the methodology.
Fil: Manzoli, O. L.. Universidade Estadual Paulista Julio de Mesquita Filho; Brasil
Fil: Oliver, J.. Universidad Politécnica de Catalunya; España
Fil: Diaz, G.. Universidad Politécnica de Catalunya; España
Fil: Huespe, Alfredo Edmundo. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Santa Fe. Instituto de Desarrollo Tecnológico para la Industria Química. Universidad Nacional del Litoral. Instituto de Desarrollo Tecnológico para la Industria Química; Argentina
description This paper presents a methodology to model three-dimensional reinforced concrete members by means of embedded discontinuityelements based on the Continuous Strong Discontinuous Approach (CSDA). Mixture theory concepts are used to model reinforced concreteas a 3D composite material constituted of concrete with long fiber bundles (rebars) oriented in different directions embedded in it.The effects of the rebars are provided by phenomenological constitutive models designed to reproduce the axial non-linear behavior, aswell as bond-slip and dowel action. This paper is focused on the constitutive models assumed for the components and the compatibilityconditions chosen to constitute the composite. Numerical analyses of existing experimental reinforced concrete members are presented,illustrating the applicability of the methodology.
publishDate 2008
dc.date.none.fl_str_mv 2008-03
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/11336/76364
Manzoli, O. L.; Oliver, J.; Diaz, G.; Huespe, Alfredo Edmundo; Análise tridimensional de elementos estruturais de concreto armado via elementos finitos com descontinuidades incorporadas; IBRACOM; Revista IBRACON de Estruturas e Materiais; 1; 1; 3-2008; 58-83
1983-4195
CONICET Digital
CONICET
url http://hdl.handle.net/11336/76364
identifier_str_mv Manzoli, O. L.; Oliver, J.; Diaz, G.; Huespe, Alfredo Edmundo; Análise tridimensional de elementos estruturais de concreto armado via elementos finitos com descontinuidades incorporadas; IBRACOM; Revista IBRACON de Estruturas e Materiais; 1; 1; 3-2008; 58-83
1983-4195
CONICET Digital
CONICET
dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv info:eu-repo/semantics/altIdentifier/doi/10.1590/S1983-41952008000100004
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
https://creativecommons.org/licenses/by/2.5/ar/
eu_rights_str_mv openAccess
rights_invalid_str_mv https://creativecommons.org/licenses/by/2.5/ar/
dc.format.none.fl_str_mv application/pdf
application/pdf
dc.publisher.none.fl_str_mv IBRACOM
publisher.none.fl_str_mv IBRACOM
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_ 1842270049728987136
score 13.13397

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