Bond-slip in reinforced concrete elements

Autores
Luccioni, Bibiana Maria; López, Daniel Ernesto; Danesi, Rodolfo Francisco
Año de publicación
2005
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
A model for fiber reinforced composites that takes into account the fiber slipping is presented in this paper and applied to the analysis of reinforced concrete elements. The model is formulated within the framework of the plasticity theory and the mixtures theory, considering two phases corresponding to the matrix (concrete) and the fibers (reinforcing bars) and modifying the behavior of the last to take into account the relative displacement between the two phases. An elasto-plastic interface model developed by other writers is used to describe the bond-slip mechanism. The resulting model is attractive for the analysis of reinforced concrete problems at the macro-structural level since the explicit discretization of reinforcing bars and interface is not required, with the consequent computational cost reduction. The paper concludes with application examples and comparisons with experimental results of reinforced concrete elements that show the capacity of the model developed. © ASCE.
Fil: Luccioni, Bibiana Maria. Universidad Nacional de Tucuman. Facultad de Cs.exactas y Tecnología. Laboratorio de Estructuras; Argentina
Fil: López, Daniel Ernesto. Universidad Nacional de Cuyo; Argentina
Fil: Danesi, Rodolfo Francisco. Universidad Nacional de Tucuman. Facultad de Cs.exactas y Tecnología. Laboratorio de Estructuras; Argentina
Materia
BOND STRESS
BONDING
CONCRETE
CONFINEMENT
NUMERICAL MODELS
REINFORCED
SLIP
STEEL
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:11336/99522
Acceder
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oai_identifier_str oai:ri.conicet.gov.ar:11336/99522
network_acronym_str CONICETDig
repository_id_str 3498
network_name_str CONICET Digital (CONICET)
spelling Bond-slip in reinforced concrete elementsLuccioni, Bibiana MariaLópez, Daniel ErnestoDanesi, Rodolfo FranciscoBOND STRESSBONDINGCONCRETECONFINEMENTNUMERICAL MODELSREINFORCEDSLIPSTEELhttps://purl.org/becyt/ford/2.1https://purl.org/becyt/ford/2A model for fiber reinforced composites that takes into account the fiber slipping is presented in this paper and applied to the analysis of reinforced concrete elements. The model is formulated within the framework of the plasticity theory and the mixtures theory, considering two phases corresponding to the matrix (concrete) and the fibers (reinforcing bars) and modifying the behavior of the last to take into account the relative displacement between the two phases. An elasto-plastic interface model developed by other writers is used to describe the bond-slip mechanism. The resulting model is attractive for the analysis of reinforced concrete problems at the macro-structural level since the explicit discretization of reinforcing bars and interface is not required, with the consequent computational cost reduction. The paper concludes with application examples and comparisons with experimental results of reinforced concrete elements that show the capacity of the model developed. © ASCE.Fil: Luccioni, Bibiana Maria. Universidad Nacional de Tucuman. Facultad de Cs.exactas y Tecnología. Laboratorio de Estructuras; ArgentinaFil: López, Daniel Ernesto. Universidad Nacional de Cuyo; ArgentinaFil: Danesi, Rodolfo Francisco. Universidad Nacional de Tucuman. Facultad de Cs.exactas y Tecnología. Laboratorio de Estructuras; ArgentinaAmerican Society of Civil Engineers2005-11info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/99522Luccioni, Bibiana Maria; López, Daniel Ernesto; Danesi, Rodolfo Francisco; Bond-slip in reinforced concrete elements; American Society of Civil Engineers; Journal Of Structural Engineering; 131; 11; 11-2005; 1690-16980733-9445CONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/doi/10.1061/(ASCE)0733-9445(2005)131:11(1690)info:eu-repo/semantics/altIdentifier/url/https://ascelibrary.org/doi/10.1061/%28ASCE%290733-9445%282005%29131%3A11%281690%29info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-09-03T09:47:57Zoai:ri.conicet.gov.ar:11336/99522instacron: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 09:47:57.38CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv Bond-slip in reinforced concrete elements
title Bond-slip in reinforced concrete elements
spellingShingle Bond-slip in reinforced concrete elements
Luccioni, Bibiana Maria
BOND STRESS
BONDING
CONCRETE
CONFINEMENT
NUMERICAL MODELS
REINFORCED
SLIP
STEEL
title_short Bond-slip in reinforced concrete elements
title_full Bond-slip in reinforced concrete elements
title_fullStr Bond-slip in reinforced concrete elements
title_full_unstemmed Bond-slip in reinforced concrete elements
title_sort Bond-slip in reinforced concrete elements
dc.creator.none.fl_str_mv Luccioni, Bibiana Maria
López, Daniel Ernesto
Danesi, Rodolfo Francisco
author Luccioni, Bibiana Maria
author_facet Luccioni, Bibiana Maria
López, Daniel Ernesto
Danesi, Rodolfo Francisco
author_role author
author2 López, Daniel Ernesto
Danesi, Rodolfo Francisco
author2_role author
author
dc.subject.none.fl_str_mv BOND STRESS
BONDING
CONCRETE
CONFINEMENT
NUMERICAL MODELS
REINFORCED
SLIP
STEEL
topic BOND STRESS
BONDING
CONCRETE
CONFINEMENT
NUMERICAL MODELS
REINFORCED
SLIP
STEEL
purl_subject.fl_str_mv https://purl.org/becyt/ford/2.1
https://purl.org/becyt/ford/2
dc.description.none.fl_txt_mv A model for fiber reinforced composites that takes into account the fiber slipping is presented in this paper and applied to the analysis of reinforced concrete elements. The model is formulated within the framework of the plasticity theory and the mixtures theory, considering two phases corresponding to the matrix (concrete) and the fibers (reinforcing bars) and modifying the behavior of the last to take into account the relative displacement between the two phases. An elasto-plastic interface model developed by other writers is used to describe the bond-slip mechanism. The resulting model is attractive for the analysis of reinforced concrete problems at the macro-structural level since the explicit discretization of reinforcing bars and interface is not required, with the consequent computational cost reduction. The paper concludes with application examples and comparisons with experimental results of reinforced concrete elements that show the capacity of the model developed. © ASCE.
Fil: Luccioni, Bibiana Maria. Universidad Nacional de Tucuman. Facultad de Cs.exactas y Tecnología. Laboratorio de Estructuras; Argentina
Fil: López, Daniel Ernesto. Universidad Nacional de Cuyo; Argentina
Fil: Danesi, Rodolfo Francisco. Universidad Nacional de Tucuman. Facultad de Cs.exactas y Tecnología. Laboratorio de Estructuras; Argentina
description A model for fiber reinforced composites that takes into account the fiber slipping is presented in this paper and applied to the analysis of reinforced concrete elements. The model is formulated within the framework of the plasticity theory and the mixtures theory, considering two phases corresponding to the matrix (concrete) and the fibers (reinforcing bars) and modifying the behavior of the last to take into account the relative displacement between the two phases. An elasto-plastic interface model developed by other writers is used to describe the bond-slip mechanism. The resulting model is attractive for the analysis of reinforced concrete problems at the macro-structural level since the explicit discretization of reinforcing bars and interface is not required, with the consequent computational cost reduction. The paper concludes with application examples and comparisons with experimental results of reinforced concrete elements that show the capacity of the model developed. © ASCE.
publishDate 2005
dc.date.none.fl_str_mv 2005-11
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/11336/99522
Luccioni, Bibiana Maria; López, Daniel Ernesto; Danesi, Rodolfo Francisco; Bond-slip in reinforced concrete elements; American Society of Civil Engineers; Journal Of Structural Engineering; 131; 11; 11-2005; 1690-1698
0733-9445
CONICET Digital
CONICET
url http://hdl.handle.net/11336/99522
identifier_str_mv Luccioni, Bibiana Maria; López, Daniel Ernesto; Danesi, Rodolfo Francisco; Bond-slip in reinforced concrete elements; American Society of Civil Engineers; Journal Of Structural Engineering; 131; 11; 11-2005; 1690-1698
0733-9445
CONICET Digital
CONICET
dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv info:eu-repo/semantics/altIdentifier/doi/10.1061/(ASCE)0733-9445(2005)131:11(1690)
info:eu-repo/semantics/altIdentifier/url/https://ascelibrary.org/doi/10.1061/%28ASCE%290733-9445%282005%29131%3A11%281690%29
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 American Society of Civil Engineers
publisher.none.fl_str_mv American Society of Civil Engineers
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_ 1842268892959866880
score 13.13397

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