A mixture theory based method for three-dimensional modeling of reinforced concrete members with embedded crack finite elements

Autores
Manzoli, O.; Oliver, J.; Huespe, Alfredo Edmundo; Diaz, G.
Año de publicación
2008
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
The paper presents a methodology to model three-dimensional reinforced concrete members by means of embedded discontinuity elements based on the Continuum Strong Discontinuous Approach (CSDA). Mixture theory concepts are used to model reinforced concrete as a 3D composite material constituted of concrete with long fibers (rebars) bundles oriented in different directions embedded in it. The effects of the rebars are modeled by phenomenological constitutive models devised to reproduce the axial non-linear behavior, as well as the bond-slip and dowel action. The paper presents the constitutive models assumed for the components and the compatibility conditions chosen to constitute the composite. Numerical analyses of existing experimental reinforced concrete members are presented, illustrating the applicability of the proposed methodology.
Fil: Manzoli, O.. Universidade de Sao Paulo; Brasil
Fil: Oliver, J.. Universidad Politecnica 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
Fil: Diaz, G.. Universidad Politecnica de Catalunya; España
Materia
Finite Elements
Fracture Mechanics
Strong Discontinuities; Mixture Theory
Finite Elements with Embedded Discontinuities
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:11336/20495
Acceder
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network_acronym_str CONICETDig
repository_id_str 3498
network_name_str CONICET Digital (CONICET)
spelling A mixture theory based method for three-dimensional modeling of reinforced concrete members with embedded crack finite elementsManzoli, O.Oliver, J.Huespe, Alfredo EdmundoDiaz, G.Finite ElementsFracture MechanicsStrong Discontinuities; Mixture TheoryFinite Elements with Embedded Discontinuitieshttps://purl.org/becyt/ford/2.3https://purl.org/becyt/ford/2The paper presents a methodology to model three-dimensional reinforced concrete members by means of embedded discontinuity elements based on the Continuum Strong Discontinuous Approach (CSDA). Mixture theory concepts are used to model reinforced concrete as a 3D composite material constituted of concrete with long fibers (rebars) bundles oriented in different directions embedded in it. The effects of the rebars are modeled by phenomenological constitutive models devised to reproduce the axial non-linear behavior, as well as the bond-slip and dowel action. The paper presents the constitutive models assumed for the components and the compatibility conditions chosen to constitute the composite. Numerical analyses of existing experimental reinforced concrete members are presented, illustrating the applicability of the proposed methodology.Fil: Manzoli, O.. Universidade de Sao Paulo; BrasilFil: Oliver, J.. Universidad Politecnica 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; ArgentinaFil: Diaz, G.. Universidad Politecnica de Catalunya; EspañaTechno-Press2008-12info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/20495Manzoli, O.; Oliver, J.; Huespe, Alfredo Edmundo; Diaz, G.; A mixture theory based method for three-dimensional modeling of reinforced concrete members with embedded crack finite elements; Techno-Press; Computers and Concrete; 5; 4; 12-2008; 401-4161598-8198CONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/doi/10.12989/cac.2008.5.4.401info:eu-repo/semantics/altIdentifier/url/http://koreascience.or.kr/article/ArticleFullRecord.jsp?cn=KJKHDQ_2008_v5n4_401info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-09-03T09:58:53Zoai:ri.conicet.gov.ar:11336/20495instacron: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 09:58:53.535CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv A mixture theory based method for three-dimensional modeling of reinforced concrete members with embedded crack finite elements
title A mixture theory based method for three-dimensional modeling of reinforced concrete members with embedded crack finite elements
spellingShingle A mixture theory based method for three-dimensional modeling of reinforced concrete members with embedded crack finite elements
Manzoli, O.
Finite Elements
Fracture Mechanics
Strong Discontinuities; Mixture Theory
Finite Elements with Embedded Discontinuities
title_short A mixture theory based method for three-dimensional modeling of reinforced concrete members with embedded crack finite elements
title_full A mixture theory based method for three-dimensional modeling of reinforced concrete members with embedded crack finite elements
title_fullStr A mixture theory based method for three-dimensional modeling of reinforced concrete members with embedded crack finite elements
title_full_unstemmed A mixture theory based method for three-dimensional modeling of reinforced concrete members with embedded crack finite elements
title_sort A mixture theory based method for three-dimensional modeling of reinforced concrete members with embedded crack finite elements
dc.creator.none.fl_str_mv Manzoli, O.
Oliver, J.
Huespe, Alfredo Edmundo
Diaz, G.
author Manzoli, O.
author_facet Manzoli, O.
Oliver, J.
Huespe, Alfredo Edmundo
Diaz, G.
author_role author
author2 Oliver, J.
Huespe, Alfredo Edmundo
Diaz, G.
author2_role author
author
author
dc.subject.none.fl_str_mv Finite Elements
Fracture Mechanics
Strong Discontinuities; Mixture Theory
Finite Elements with Embedded Discontinuities
topic Finite Elements
Fracture Mechanics
Strong Discontinuities; Mixture Theory
Finite Elements with Embedded Discontinuities
purl_subject.fl_str_mv https://purl.org/becyt/ford/2.3
https://purl.org/becyt/ford/2
dc.description.none.fl_txt_mv The paper presents a methodology to model three-dimensional reinforced concrete members by means of embedded discontinuity elements based on the Continuum Strong Discontinuous Approach (CSDA). Mixture theory concepts are used to model reinforced concrete as a 3D composite material constituted of concrete with long fibers (rebars) bundles oriented in different directions embedded in it. The effects of the rebars are modeled by phenomenological constitutive models devised to reproduce the axial non-linear behavior, as well as the bond-slip and dowel action. The paper presents the constitutive models assumed for the components and the compatibility conditions chosen to constitute the composite. Numerical analyses of existing experimental reinforced concrete members are presented, illustrating the applicability of the proposed methodology.
Fil: Manzoli, O.. Universidade de Sao Paulo; Brasil
Fil: Oliver, J.. Universidad Politecnica 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
Fil: Diaz, G.. Universidad Politecnica de Catalunya; España
description The paper presents a methodology to model three-dimensional reinforced concrete members by means of embedded discontinuity elements based on the Continuum Strong Discontinuous Approach (CSDA). Mixture theory concepts are used to model reinforced concrete as a 3D composite material constituted of concrete with long fibers (rebars) bundles oriented in different directions embedded in it. The effects of the rebars are modeled by phenomenological constitutive models devised to reproduce the axial non-linear behavior, as well as the bond-slip and dowel action. The paper presents the constitutive models assumed for the components and the compatibility conditions chosen to constitute the composite. Numerical analyses of existing experimental reinforced concrete members are presented, illustrating the applicability of the proposed methodology.
publishDate 2008
dc.date.none.fl_str_mv 2008-12
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/11336/20495
Manzoli, O.; Oliver, J.; Huespe, Alfredo Edmundo; Diaz, G.; A mixture theory based method for three-dimensional modeling of reinforced concrete members with embedded crack finite elements; Techno-Press; Computers and Concrete; 5; 4; 12-2008; 401-416
1598-8198
CONICET Digital
CONICET
url http://hdl.handle.net/11336/20495
identifier_str_mv Manzoli, O.; Oliver, J.; Huespe, Alfredo Edmundo; Diaz, G.; A mixture theory based method for three-dimensional modeling of reinforced concrete members with embedded crack finite elements; Techno-Press; Computers and Concrete; 5; 4; 12-2008; 401-416
1598-8198
CONICET Digital
CONICET
dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv info:eu-repo/semantics/altIdentifier/doi/10.12989/cac.2008.5.4.401
info:eu-repo/semantics/altIdentifier/url/http://koreascience.or.kr/article/ArticleFullRecord.jsp?cn=KJKHDQ_2008_v5n4_401
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
dc.publisher.none.fl_str_mv Techno-Press
publisher.none.fl_str_mv Techno-Press
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_ 1842269548514902016
score 13.13397

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