In-plane retrofitting of masonry panels with fibre reinforced composite materials

Autores
Luccioni, Bibiana Maria; Rougier, Viviana
Año de publicación
2011
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
Research activities carried out during the past years concerning the use of fibre reinforced polymers (FRP) as external reinforcement of masonry walls have shown that this system considerably improves structural stability and ductility with minimum increase in the load transmitted to foundations. However, different aspects of this retrofitting system should still be analyzed. The mechanical behaviour under in-plane compression and diagonal compression of clay masonry panels reinforced or repaired with carbon fibre reinforced polymer laminates is experimentally assessed in this paper. The results show that if correct retrofitting schemes are chosen, reinforcement and repairing with fibre reinforced polymers improves masonry behaviour, increasing ductility and, in some cases, ultimate strength and even stiffness. In this way, brittle behaviour and sudden failure of unreinforced masonry can be avoided.
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: Rougier, Viviana. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay; Argentina
Materia
Composites
Fibre Reinforced Polymers
Masonry
Repair
Retrofitting
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:11336/71981
Acceder
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network_acronym_str CONICETDig
repository_id_str 3498
network_name_str CONICET Digital (CONICET)
spelling In-plane retrofitting of masonry panels with fibre reinforced composite materialsLuccioni, Bibiana MariaRougier, VivianaCompositesFibre Reinforced PolymersMasonryRepairRetrofittinghttps://purl.org/becyt/ford/2.1https://purl.org/becyt/ford/2Research activities carried out during the past years concerning the use of fibre reinforced polymers (FRP) as external reinforcement of masonry walls have shown that this system considerably improves structural stability and ductility with minimum increase in the load transmitted to foundations. However, different aspects of this retrofitting system should still be analyzed. The mechanical behaviour under in-plane compression and diagonal compression of clay masonry panels reinforced or repaired with carbon fibre reinforced polymer laminates is experimentally assessed in this paper. The results show that if correct retrofitting schemes are chosen, reinforcement and repairing with fibre reinforced polymers improves masonry behaviour, increasing ductility and, in some cases, ultimate strength and even stiffness. In this way, brittle behaviour and sudden failure of unreinforced masonry can be avoided.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: Rougier, Viviana. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay; ArgentinaElsevier2011-04info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/71981Luccioni, Bibiana Maria; Rougier, Viviana; In-plane retrofitting of masonry panels with fibre reinforced composite materials; Elsevier; Construction And Building Materials; 25; 4; 4-2011; 1772-17880950-0618CONICET DigitalCONICETenginfo:eu-repo/semantics/altIdentifier/doi/10.1016/j.conbuildmat.2010.11.088info:eu-repo/semantics/altIdentifier/url/https://www.sciencedirect.com/science/article/pii/S0950061810006185info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-sa/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-10-22T11:25:10Zoai:ri.conicet.gov.ar:11336/71981instacron: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:34982025-10-22 11:25:10.33CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv In-plane retrofitting of masonry panels with fibre reinforced composite materials
title In-plane retrofitting of masonry panels with fibre reinforced composite materials
spellingShingle In-plane retrofitting of masonry panels with fibre reinforced composite materials
Luccioni, Bibiana Maria
Composites
Fibre Reinforced Polymers
Masonry
Repair
Retrofitting
title_short In-plane retrofitting of masonry panels with fibre reinforced composite materials
title_full In-plane retrofitting of masonry panels with fibre reinforced composite materials
title_fullStr In-plane retrofitting of masonry panels with fibre reinforced composite materials
title_full_unstemmed In-plane retrofitting of masonry panels with fibre reinforced composite materials
title_sort In-plane retrofitting of masonry panels with fibre reinforced composite materials
dc.creator.none.fl_str_mv Luccioni, Bibiana Maria
Rougier, Viviana
author Luccioni, Bibiana Maria
author_facet Luccioni, Bibiana Maria
Rougier, Viviana
author_role author
author2 Rougier, Viviana
author2_role author
dc.subject.none.fl_str_mv Composites
Fibre Reinforced Polymers
Masonry
Repair
Retrofitting
topic Composites
Fibre Reinforced Polymers
Masonry
Repair
Retrofitting
purl_subject.fl_str_mv https://purl.org/becyt/ford/2.1
https://purl.org/becyt/ford/2
dc.description.none.fl_txt_mv Research activities carried out during the past years concerning the use of fibre reinforced polymers (FRP) as external reinforcement of masonry walls have shown that this system considerably improves structural stability and ductility with minimum increase in the load transmitted to foundations. However, different aspects of this retrofitting system should still be analyzed. The mechanical behaviour under in-plane compression and diagonal compression of clay masonry panels reinforced or repaired with carbon fibre reinforced polymer laminates is experimentally assessed in this paper. The results show that if correct retrofitting schemes are chosen, reinforcement and repairing with fibre reinforced polymers improves masonry behaviour, increasing ductility and, in some cases, ultimate strength and even stiffness. In this way, brittle behaviour and sudden failure of unreinforced masonry can be avoided.
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: Rougier, Viviana. Universidad Tecnológica Nacional. Facultad Regional Concepción del Uruguay; Argentina
description Research activities carried out during the past years concerning the use of fibre reinforced polymers (FRP) as external reinforcement of masonry walls have shown that this system considerably improves structural stability and ductility with minimum increase in the load transmitted to foundations. However, different aspects of this retrofitting system should still be analyzed. The mechanical behaviour under in-plane compression and diagonal compression of clay masonry panels reinforced or repaired with carbon fibre reinforced polymer laminates is experimentally assessed in this paper. The results show that if correct retrofitting schemes are chosen, reinforcement and repairing with fibre reinforced polymers improves masonry behaviour, increasing ductility and, in some cases, ultimate strength and even stiffness. In this way, brittle behaviour and sudden failure of unreinforced masonry can be avoided.
publishDate 2011
dc.date.none.fl_str_mv 2011-04
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/11336/71981
Luccioni, Bibiana Maria; Rougier, Viviana; In-plane retrofitting of masonry panels with fibre reinforced composite materials; Elsevier; Construction And Building Materials; 25; 4; 4-2011; 1772-1788
0950-0618
CONICET Digital
CONICET
url http://hdl.handle.net/11336/71981
identifier_str_mv Luccioni, Bibiana Maria; Rougier, Viviana; In-plane retrofitting of masonry panels with fibre reinforced composite materials; Elsevier; Construction And Building Materials; 25; 4; 4-2011; 1772-1788
0950-0618
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/j.conbuildmat.2010.11.088
info:eu-repo/semantics/altIdentifier/url/https://www.sciencedirect.com/science/article/pii/S0950061810006185
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_ 1846781797826822144
score 12.982451

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