Timber Beams Reinforced with Fiber Reinforced Polymers (FRP) Rods: Analysis and Exemplification

Detalhes bibliográficos
Autor(a) principal: Santos Neto, Almir Barros da Silva
Data de Publicação: 2023
Outros Autores: Lübeck, André, Lima, Rogério Cattelan A. de, Hoppe, Luciana Fernandes
Tipo de documento: Artigo
Idioma: por
Título da fonte: Repositório Institucional da UFSC
Texto Completo: https://repositorio.ufsc.br/handle/123456789/247064
Resumo: Wood, as a natural material, originating from renewable sources and therefore ecologically and sustainably aware, offers a viable alternative as a structure system for buildings. Due to its mechanical properties, wide applicability in civil construction is possible. On the other hand, it is possible to obtain greater strength and rigidity for wood with the inclusion of structural reinforcements. One of these techniques uses Fiber Reinforced Plastic (FRP) elements. In this article, wooden beams are reinforced with fiberglass and carbon fiber bars. A theoretical analysis of the mechanical behavior of the beam is developed, analyzing its stiffness and ultimate resistance moment. At the end of the work, a numerical example of a wooden beam without reinforcement is developed and also with the inclusion of these reinforcements. The results showed an increase in both bending moment resistance and flexural stiffness of the wooden beam with reinforcement, in relation without one.
id UFSC_c1bc60e07b80d4fd953aab8c806bd1a9
oai_identifier_str oai:repositorio.ufsc.br:123456789/247064
network_acronym_str UFSC
network_name_str Repositório Institucional da UFSC
repository_id_str 2373
spelling Timber Beams Reinforced with Fiber Reinforced Polymers (FRP) Rods: Analysis and ExemplificationVigas de Madeira Reforçadas à Flexão com Barras de Plástico Reforçado com Fibra (PRF): Análise Teórica e Exemplificaçãowooden beamsFRP reinforcementfiberglass rebarscarbon fiber rebarsWood, as a natural material, originating from renewable sources and therefore ecologically and sustainably aware, offers a viable alternative as a structure system for buildings. Due to its mechanical properties, wide applicability in civil construction is possible. On the other hand, it is possible to obtain greater strength and rigidity for wood with the inclusion of structural reinforcements. One of these techniques uses Fiber Reinforced Plastic (FRP) elements. In this article, wooden beams are reinforced with fiberglass and carbon fiber bars. A theoretical analysis of the mechanical behavior of the beam is developed, analyzing its stiffness and ultimate resistance moment. At the end of the work, a numerical example of a wooden beam without reinforcement is developed and also with the inclusion of these reinforcements. The results showed an increase in both bending moment resistance and flexural stiffness of the wooden beam with reinforcement, in relation without one.Grupo de Pesquisa Virtuhab2023-06-21T16:15:04Z2023-06-21T16:15:04Z2023-06-05info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdf978-65-00-70842-42596-237Xhttps://repositorio.ufsc.br/handle/123456789/247064Santos Neto, Almir Barros da SilvaLübeck, AndréLima, Rogério Cattelan A. deHoppe, Luciana Fernandesporreponame:Repositório Institucional da UFSCinstname:Universidade Federal de Santa Catarina (UFSC)instacron:UFSCinfo:eu-repo/semantics/openAccess2023-06-21T16:15:05Zoai:repositorio.ufsc.br:123456789/247064Repositório InstitucionalPUBhttp://150.162.242.35/oai/requestopendoar:23732023-06-21T16:15:05Repositório Institucional da UFSC - Universidade Federal de Santa Catarina (UFSC)false
dc.title.none.fl_str_mv Timber Beams Reinforced with Fiber Reinforced Polymers (FRP) Rods: Analysis and Exemplification
Vigas de Madeira Reforçadas à Flexão com Barras de Plástico Reforçado com Fibra (PRF): Análise Teórica e Exemplificação
title Timber Beams Reinforced with Fiber Reinforced Polymers (FRP) Rods: Analysis and Exemplification
spellingShingle Timber Beams Reinforced with Fiber Reinforced Polymers (FRP) Rods: Analysis and Exemplification
Santos Neto, Almir Barros da Silva
wooden beams
FRP reinforcement
fiberglass rebars
carbon fiber rebars
title_short Timber Beams Reinforced with Fiber Reinforced Polymers (FRP) Rods: Analysis and Exemplification
title_full Timber Beams Reinforced with Fiber Reinforced Polymers (FRP) Rods: Analysis and Exemplification
title_fullStr Timber Beams Reinforced with Fiber Reinforced Polymers (FRP) Rods: Analysis and Exemplification
title_full_unstemmed Timber Beams Reinforced with Fiber Reinforced Polymers (FRP) Rods: Analysis and Exemplification
title_sort Timber Beams Reinforced with Fiber Reinforced Polymers (FRP) Rods: Analysis and Exemplification
author Santos Neto, Almir Barros da Silva
author_facet Santos Neto, Almir Barros da Silva
Lübeck, André
Lima, Rogério Cattelan A. de
Hoppe, Luciana Fernandes
author_role author
author2 Lübeck, André
Lima, Rogério Cattelan A. de
Hoppe, Luciana Fernandes
author2_role author
author
author
dc.contributor.author.fl_str_mv Santos Neto, Almir Barros da Silva
Lübeck, André
Lima, Rogério Cattelan A. de
Hoppe, Luciana Fernandes
dc.subject.por.fl_str_mv wooden beams
FRP reinforcement
fiberglass rebars
carbon fiber rebars
topic wooden beams
FRP reinforcement
fiberglass rebars
carbon fiber rebars
description Wood, as a natural material, originating from renewable sources and therefore ecologically and sustainably aware, offers a viable alternative as a structure system for buildings. Due to its mechanical properties, wide applicability in civil construction is possible. On the other hand, it is possible to obtain greater strength and rigidity for wood with the inclusion of structural reinforcements. One of these techniques uses Fiber Reinforced Plastic (FRP) elements. In this article, wooden beams are reinforced with fiberglass and carbon fiber bars. A theoretical analysis of the mechanical behavior of the beam is developed, analyzing its stiffness and ultimate resistance moment. At the end of the work, a numerical example of a wooden beam without reinforcement is developed and also with the inclusion of these reinforcements. The results showed an increase in both bending moment resistance and flexural stiffness of the wooden beam with reinforcement, in relation without one.
publishDate 2023
dc.date.none.fl_str_mv 2023-06-21T16:15:04Z
2023-06-21T16:15:04Z
2023-06-05
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv 978-65-00-70842-4
2596-237X
https://repositorio.ufsc.br/handle/123456789/247064
identifier_str_mv 978-65-00-70842-4
2596-237X
url https://repositorio.ufsc.br/handle/123456789/247064
dc.language.iso.fl_str_mv por
language por
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Grupo de Pesquisa Virtuhab
publisher.none.fl_str_mv Grupo de Pesquisa Virtuhab
dc.source.none.fl_str_mv reponame:Repositório Institucional da UFSC
instname:Universidade Federal de Santa Catarina (UFSC)
instacron:UFSC
instname_str Universidade Federal de Santa Catarina (UFSC)
instacron_str UFSC
institution UFSC
reponame_str Repositório Institucional da UFSC
collection Repositório Institucional da UFSC
repository.name.fl_str_mv Repositório Institucional da UFSC - Universidade Federal de Santa Catarina (UFSC)
repository.mail.fl_str_mv
_version_ 1808651921888641024