Thermo-mechanic model for concrete exposed to elevated temperatures

Autores
Luccioni, Bibiana Maria; Figueroa, Maria Ines; Danesi, Rodolfo Francisco
Año de publicación
2003
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
A thermo-mechanical model for concrete subjected to high temperatures is presented in this paper. The model is based on a coupled plastic-damage model that has been extended to consider damage induced by high temperatures. The model is calibrated with experimental results of residual strength tests in concrete specimens. The paper is completed with application examples and comparisons with experimental results that validate the model presented. The model is also used to the damage assessment of a concrete structure that has been subjected to fire.
Fil: Luccioni, Bibiana Maria. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Tucumán; Argentina. Universidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Instituto de Estructuras "Ing. Arturo M. Guzmán"; Argentina
Fil: Figueroa, Maria Ines. Universidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Instituto de Estructuras "Ing. Arturo M. Guzmán"; Argentina
Fil: Danesi, Rodolfo Francisco. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Tucumán; Argentina. Universidad Nacional de Tucuman. Facultad de Cs.exactas y Tecnología. Laboratorio de Estructuras; Argentina
Materia
CONCRETE
TEMPERATURE
DAMAGE
PLASTICITY
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:11336/101203
Acceder
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oai_identifier_str oai:ri.conicet.gov.ar:11336/101203
network_acronym_str CONICETDig
repository_id_str 3498
network_name_str CONICET Digital (CONICET)
spelling Thermo-mechanic model for concrete exposed to elevated temperaturesLuccioni, Bibiana MariaFigueroa, Maria InesDanesi, Rodolfo FranciscoCONCRETETEMPERATUREDAMAGEPLASTICITYhttps://purl.org/becyt/ford/2.1https://purl.org/becyt/ford/2A thermo-mechanical model for concrete subjected to high temperatures is presented in this paper. The model is based on a coupled plastic-damage model that has been extended to consider damage induced by high temperatures. The model is calibrated with experimental results of residual strength tests in concrete specimens. The paper is completed with application examples and comparisons with experimental results that validate the model presented. The model is also used to the damage assessment of a concrete structure that has been subjected to fire.Fil: Luccioni, Bibiana Maria. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Tucumán; Argentina. Universidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Instituto de Estructuras "Ing. Arturo M. Guzmán"; ArgentinaFil: Figueroa, Maria Ines. Universidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Instituto de Estructuras "Ing. Arturo M. Guzmán"; ArgentinaFil: Danesi, Rodolfo Francisco. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Tucumán; Argentina. Universidad Nacional de Tucuman. Facultad de Cs.exactas y Tecnología. Laboratorio de Estructuras; ArgentinaElsevier2003-12info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/101203Luccioni, Bibiana Maria; Figueroa, Maria Ines; Danesi, Rodolfo Francisco; Thermo-mechanic model for concrete exposed to elevated temperatures; Elsevier; Engineering Structures; 25; 6; 12-2003; 729-7420141-0296CONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/doi/10.1016/S0141-0296(02)00209-2info:eu-repo/semantics/altIdentifier/url/https://www.sciencedirect.com/science/article/pii/S0141029602002092?via%3Dihubinfo:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-09-10T13:23:32Zoai:ri.conicet.gov.ar:11336/101203instacron: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:34982025-09-10 13:23:32.891CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv Thermo-mechanic model for concrete exposed to elevated temperatures
title Thermo-mechanic model for concrete exposed to elevated temperatures
spellingShingle Thermo-mechanic model for concrete exposed to elevated temperatures
Luccioni, Bibiana Maria
CONCRETE
TEMPERATURE
DAMAGE
PLASTICITY
title_short Thermo-mechanic model for concrete exposed to elevated temperatures
title_full Thermo-mechanic model for concrete exposed to elevated temperatures
title_fullStr Thermo-mechanic model for concrete exposed to elevated temperatures
title_full_unstemmed Thermo-mechanic model for concrete exposed to elevated temperatures
title_sort Thermo-mechanic model for concrete exposed to elevated temperatures
dc.creator.none.fl_str_mv Luccioni, Bibiana Maria
Figueroa, Maria Ines
Danesi, Rodolfo Francisco
author Luccioni, Bibiana Maria
author_facet Luccioni, Bibiana Maria
Figueroa, Maria Ines
Danesi, Rodolfo Francisco
author_role author
author2 Figueroa, Maria Ines
Danesi, Rodolfo Francisco
author2_role author
author
dc.subject.none.fl_str_mv CONCRETE
TEMPERATURE
DAMAGE
PLASTICITY
topic CONCRETE
TEMPERATURE
DAMAGE
PLASTICITY
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 thermo-mechanical model for concrete subjected to high temperatures is presented in this paper. The model is based on a coupled plastic-damage model that has been extended to consider damage induced by high temperatures. The model is calibrated with experimental results of residual strength tests in concrete specimens. The paper is completed with application examples and comparisons with experimental results that validate the model presented. The model is also used to the damage assessment of a concrete structure that has been subjected to fire.
Fil: Luccioni, Bibiana Maria. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Tucumán; Argentina. Universidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Instituto de Estructuras "Ing. Arturo M. Guzmán"; Argentina
Fil: Figueroa, Maria Ines. Universidad Nacional de Tucumán. Facultad de Ciencias Exactas y Tecnología. Instituto de Estructuras "Ing. Arturo M. Guzmán"; Argentina
Fil: Danesi, Rodolfo Francisco. Consejo Nacional de Investigaciones Científicas y Técnicas. Centro Científico Tecnológico Conicet - Tucumán; Argentina. Universidad Nacional de Tucuman. Facultad de Cs.exactas y Tecnología. Laboratorio de Estructuras; Argentina
description A thermo-mechanical model for concrete subjected to high temperatures is presented in this paper. The model is based on a coupled plastic-damage model that has been extended to consider damage induced by high temperatures. The model is calibrated with experimental results of residual strength tests in concrete specimens. The paper is completed with application examples and comparisons with experimental results that validate the model presented. The model is also used to the damage assessment of a concrete structure that has been subjected to fire.
publishDate 2003
dc.date.none.fl_str_mv 2003-12
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/11336/101203
Luccioni, Bibiana Maria; Figueroa, Maria Ines; Danesi, Rodolfo Francisco; Thermo-mechanic model for concrete exposed to elevated temperatures; Elsevier; Engineering Structures; 25; 6; 12-2003; 729-742
0141-0296
CONICET Digital
CONICET
url http://hdl.handle.net/11336/101203
identifier_str_mv Luccioni, Bibiana Maria; Figueroa, Maria Ines; Danesi, Rodolfo Francisco; Thermo-mechanic model for concrete exposed to elevated temperatures; Elsevier; Engineering Structures; 25; 6; 12-2003; 729-742
0141-0296
CONICET Digital
CONICET
dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv info:eu-repo/semantics/altIdentifier/doi/10.1016/S0141-0296(02)00209-2
info:eu-repo/semantics/altIdentifier/url/https://www.sciencedirect.com/science/article/pii/S0141029602002092?via%3Dihub
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 Elsevier
publisher.none.fl_str_mv Elsevier
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_ 1842981301023408128
score 12.48226

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