Computational modeling of cracking of concrete in strong discontinuity settings

Autores
Oliver, J.; Huespe, Alfredo Edmundo; Pulido, M. D. G.; Blanco, S.
Año de publicación
2004
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
The paper is devoted to present the Continuum Strong Discontinuity Approach (CSDA) and to examine its capabilities for modeling cracking of concrete. After introducing the main ingredients of the CSDA, an isotropic continuum damage model, which distinguishes tension and compression states, is used to implicitly induce a projected traction separation-law that rules the cracking phenomena. Criteria for onset and propagation of material failure and specific finite elements with embedded discontinuities are also briefly sketched. Finally, some representative numerical simulations of cracking, in plain and reinforced concrete specimens, using the CSDA are presented.
Fil: Oliver, J.. Universidad Politecnica de Catalunya; España
Fil: Huespe, Alfredo Edmundo. Universidad Politecnica de Catalunya; España. 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: Pulido, M. D. G.. Universidad Politecnica de Catalunya; España
Fil: Blanco, S.. Universidad Politecnica de Catalunya; España
Materia
Concrete
Crack Modeling
Strong Discontinuity
Continuum Damage
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:11336/26862
Acceder
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network_name_str CONICET Digital (CONICET)
spelling Computational modeling of cracking of concrete in strong discontinuity settingsOliver, J.Huespe, Alfredo EdmundoPulido, M. D. G.Blanco, S.ConcreteCrack ModelingStrong DiscontinuityContinuum DamageThe paper is devoted to present the Continuum Strong Discontinuity Approach (CSDA) and to examine its capabilities for modeling cracking of concrete. After introducing the main ingredients of the CSDA, an isotropic continuum damage model, which distinguishes tension and compression states, is used to implicitly induce a projected traction separation-law that rules the cracking phenomena. Criteria for onset and propagation of material failure and specific finite elements with embedded discontinuities are also briefly sketched. Finally, some representative numerical simulations of cracking, in plain and reinforced concrete specimens, using the CSDA are presented.Fil: Oliver, J.. Universidad Politecnica de Catalunya; EspañaFil: Huespe, Alfredo Edmundo. Universidad Politecnica de Catalunya; España. 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: Pulido, M. D. G.. Universidad Politecnica de Catalunya; EspañaFil: Blanco, S.. Universidad Politecnica de Catalunya; EspañaTechno-Press2004-12info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/26862Oliver, J.; Huespe, Alfredo Edmundo; Pulido, M. D. G.; Blanco, S.; Computational modeling of cracking of concrete in strong discontinuity settings ; Techno-Press; Computers and Concrete; 1; 1; 12-2004; 61-761598-8198CONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/doi/10.12989/cac.2004.1.1.061info:eu-repo/semantics/altIdentifier/url/http://koreascience.or.kr/article/ArticleFullRecord.jsp?cn=KJKHDQ_2004_v1n1_61info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-09-29T09:51:33Zoai:ri.conicet.gov.ar:11336/26862instacron: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 09:51:33.359CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv Computational modeling of cracking of concrete in strong discontinuity settings
title Computational modeling of cracking of concrete in strong discontinuity settings
spellingShingle Computational modeling of cracking of concrete in strong discontinuity settings
Oliver, J.
Concrete
Crack Modeling
Strong Discontinuity
Continuum Damage
title_short Computational modeling of cracking of concrete in strong discontinuity settings
title_full Computational modeling of cracking of concrete in strong discontinuity settings
title_fullStr Computational modeling of cracking of concrete in strong discontinuity settings
title_full_unstemmed Computational modeling of cracking of concrete in strong discontinuity settings
title_sort Computational modeling of cracking of concrete in strong discontinuity settings
dc.creator.none.fl_str_mv Oliver, J.
Huespe, Alfredo Edmundo
Pulido, M. D. G.
Blanco, S.
author Oliver, J.
author_facet Oliver, J.
Huespe, Alfredo Edmundo
Pulido, M. D. G.
Blanco, S.
author_role author
author2 Huespe, Alfredo Edmundo
Pulido, M. D. G.
Blanco, S.
author2_role author
author
author
dc.subject.none.fl_str_mv Concrete
Crack Modeling
Strong Discontinuity
Continuum Damage
topic Concrete
Crack Modeling
Strong Discontinuity
Continuum Damage
dc.description.none.fl_txt_mv The paper is devoted to present the Continuum Strong Discontinuity Approach (CSDA) and to examine its capabilities for modeling cracking of concrete. After introducing the main ingredients of the CSDA, an isotropic continuum damage model, which distinguishes tension and compression states, is used to implicitly induce a projected traction separation-law that rules the cracking phenomena. Criteria for onset and propagation of material failure and specific finite elements with embedded discontinuities are also briefly sketched. Finally, some representative numerical simulations of cracking, in plain and reinforced concrete specimens, using the CSDA are presented.
Fil: Oliver, J.. Universidad Politecnica de Catalunya; España
Fil: Huespe, Alfredo Edmundo. Universidad Politecnica de Catalunya; España. 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: Pulido, M. D. G.. Universidad Politecnica de Catalunya; España
Fil: Blanco, S.. Universidad Politecnica de Catalunya; España
description The paper is devoted to present the Continuum Strong Discontinuity Approach (CSDA) and to examine its capabilities for modeling cracking of concrete. After introducing the main ingredients of the CSDA, an isotropic continuum damage model, which distinguishes tension and compression states, is used to implicitly induce a projected traction separation-law that rules the cracking phenomena. Criteria for onset and propagation of material failure and specific finite elements with embedded discontinuities are also briefly sketched. Finally, some representative numerical simulations of cracking, in plain and reinforced concrete specimens, using the CSDA are presented.
publishDate 2004
dc.date.none.fl_str_mv 2004-12
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/11336/26862
Oliver, J.; Huespe, Alfredo Edmundo; Pulido, M. D. G.; Blanco, S.; Computational modeling of cracking of concrete in strong discontinuity settings ; Techno-Press; Computers and Concrete; 1; 1; 12-2004; 61-76
1598-8198
CONICET Digital
CONICET
url http://hdl.handle.net/11336/26862
identifier_str_mv Oliver, J.; Huespe, Alfredo Edmundo; Pulido, M. D. G.; Blanco, S.; Computational modeling of cracking of concrete in strong discontinuity settings ; Techno-Press; Computers and Concrete; 1; 1; 12-2004; 61-76
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.2004.1.1.061
info:eu-repo/semantics/altIdentifier/url/http://koreascience.or.kr/article/ArticleFullRecord.jsp?cn=KJKHDQ_2004_v1n1_61
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
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score 13.070432

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