Flexural strengthening of reinforced concrete beams with prestressed FRP laminates

Retrofitting concrete structures with bonded fiber reinforced polymer (FRP) has grown to be a widely used method in all most parts of the world today. The main reason for the widespread application of FRP is that it is possible to obtain an effective strengthening with a relative small work effort....

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Detalles Bibliográficos
Autor: THE VINH, AN
Tipo de recurso: tesis de maestría
Fecha de publicación:2009
País:España
Institución:Universitat Politècnica de Catalunya (UPC)
Repositorio:UPCommons. Portal del coneixement obert de la UPC
Idioma:inglés
OAI Identifier:oai:upcommons.upc.edu:2099.1/8278
Acceso en línea:https://hdl.handle.net/2099.1/8278
Access Level:acceso abierto
Palabra clave:Formigó armat amb fibres -- Manteniment i reparació
Bigues de formigó armat -- Manteniment i reparació
Elements finits, Mètode dels -- Estructures
Àrees temàtiques de la UPC::Enginyeria civil
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
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oai_identifier_str oai:upcommons.upc.edu:2099.1/8278
network_acronym_str ES
network_name_str España
repository_id_str
spelling Flexural strengthening of reinforced concrete beams with prestressed FRP laminatesTHE VINH, ANFormigó armat amb fibres -- Manteniment i reparacióBigues de formigó armat -- Manteniment i reparacióElements finits, Mètode dels -- EstructuresÀrees temàtiques de la UPC::Enginyeria civilÀrees temàtiques de la UPC::Enginyeria civil::Materials i estructuresRetrofitting concrete structures with bonded fiber reinforced polymer (FRP) has grown to be a widely used method in all most parts of the world today. The main reason for the widespread application of FRP is that it is possible to obtain an effective strengthening with a relative small work effort. Furthermore, it is possible to carry out strengthening work without changing the current appearance or dimension of the structures. However, in most cases the bonded FRP materials are unstressed. If prestressing could be applied, better utilization of the strengthening material and a better strengthening result would most likely be achieved. Increasing research is carried out in the area of repair and upgrading of concrete structures with prestressed CFRP (Carbon Fiber Reinforced Polymers) materials. In this study, the flexural performance of reinforced concrete beams strengthened with CFRP plates using FRP bonding and prestressed FRP bonding has been mainly discussed by means of a Finite Element analysis.Universitat Politècnica de CatalunyaPellegrino, Carlo20092009-07-2320092009-12-29master thesishttp://purl.org/coar/resource_type/c_bdccNAhttp://purl.org/coar/version/c_be7fb7dd8ff6fe43info:eu-repo/semantics/masterThesisapplication/pdfhttps://hdl.handle.net/2099.1/8278reponame:UPCommons. Portal del coneixement obert de la UPCinstname:Universitat Politècnica de Catalunya (UPC)Inglésengopen accesshttp://purl.org/coar/access_right/c_abf2Attribution-NonCommercial-NoDerivs 3.0 Spainhttp://creativecommons.org/licenses/by-nc-nd/3.0/es/info:eu-repo/semantics/openAccessoai:upcommons.upc.edu:2099.1/82782026-05-27T15:37:01Z
dc.title.none.fl_str_mv Flexural strengthening of reinforced concrete beams with prestressed FRP laminates
title Flexural strengthening of reinforced concrete beams with prestressed FRP laminates
spellingShingle Flexural strengthening of reinforced concrete beams with prestressed FRP laminates
THE VINH, AN
Formigó armat amb fibres -- Manteniment i reparació
Bigues de formigó armat -- Manteniment i reparació
Elements finits, Mètode dels -- Estructures
Àrees temàtiques de la UPC::Enginyeria civil
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
title_short Flexural strengthening of reinforced concrete beams with prestressed FRP laminates
title_full Flexural strengthening of reinforced concrete beams with prestressed FRP laminates
title_fullStr Flexural strengthening of reinforced concrete beams with prestressed FRP laminates
title_full_unstemmed Flexural strengthening of reinforced concrete beams with prestressed FRP laminates
title_sort Flexural strengthening of reinforced concrete beams with prestressed FRP laminates
dc.creator.none.fl_str_mv THE VINH, AN
author THE VINH, AN
author_facet THE VINH, AN
author_role author
dc.contributor.none.fl_str_mv Pellegrino, Carlo
dc.subject.none.fl_str_mv Formigó armat amb fibres -- Manteniment i reparació
Bigues de formigó armat -- Manteniment i reparació
Elements finits, Mètode dels -- Estructures
Àrees temàtiques de la UPC::Enginyeria civil
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
topic Formigó armat amb fibres -- Manteniment i reparació
Bigues de formigó armat -- Manteniment i reparació
Elements finits, Mètode dels -- Estructures
Àrees temàtiques de la UPC::Enginyeria civil
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures
description Retrofitting concrete structures with bonded fiber reinforced polymer (FRP) has grown to be a widely used method in all most parts of the world today. The main reason for the widespread application of FRP is that it is possible to obtain an effective strengthening with a relative small work effort. Furthermore, it is possible to carry out strengthening work without changing the current appearance or dimension of the structures. However, in most cases the bonded FRP materials are unstressed. If prestressing could be applied, better utilization of the strengthening material and a better strengthening result would most likely be achieved. Increasing research is carried out in the area of repair and upgrading of concrete structures with prestressed CFRP (Carbon Fiber Reinforced Polymers) materials. In this study, the flexural performance of reinforced concrete beams strengthened with CFRP plates using FRP bonding and prestressed FRP bonding has been mainly discussed by means of a Finite Element analysis.
publishDate 2009
dc.date.none.fl_str_mv 2009
2009-07-23
2009
2009-12-29
dc.type.none.fl_str_mv master thesis
http://purl.org/coar/resource_type/c_bdcc
NA
http://purl.org/coar/version/c_be7fb7dd8ff6fe43
dc.type.openaire.fl_str_mv info:eu-repo/semantics/masterThesis
format masterThesis
dc.identifier.none.fl_str_mv https://hdl.handle.net/2099.1/8278
url https://hdl.handle.net/2099.1/8278
dc.language.none.fl_str_mv Inglés
eng
language_invalid_str_mv Inglés
language eng
dc.rights.none.fl_str_mv open access
http://purl.org/coar/access_right/c_abf2
Attribution-NonCommercial-NoDerivs 3.0 Spain
http://creativecommons.org/licenses/by-nc-nd/3.0/es/
dc.rights.openaire.fl_str_mv info:eu-repo/semantics/openAccess
rights_invalid_str_mv open access
http://purl.org/coar/access_right/c_abf2
Attribution-NonCommercial-NoDerivs 3.0 Spain
http://creativecommons.org/licenses/by-nc-nd/3.0/es/
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Universitat Politècnica de Catalunya
publisher.none.fl_str_mv Universitat Politècnica de Catalunya
dc.source.none.fl_str_mv reponame:UPCommons. Portal del coneixement obert de la UPC
instname:Universitat Politècnica de Catalunya (UPC)
instname_str Universitat Politècnica de Catalunya (UPC)
reponame_str UPCommons. Portal del coneixement obert de la UPC
collection UPCommons. Portal del coneixement obert de la UPC
repository.name.fl_str_mv
repository.mail.fl_str_mv
_version_ 1869402799298576384
score 15,301603

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