Analysis of the strength and stiffness of timber beams reinforced with carbon fiber and glass fiber

Detalhes bibliográficos
Autor(a) principal: Fiorelli,Juliano
Data de Publicação: 2003
Outros Autores: Dias,Antonio Alves
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Materials research (São Carlos. Online)
Texto Completo: http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1516-14392003000200014
Resumo: An experimental analysis of pinewood beams (Pinus caribea var hondurensis) reinforced with glass and/or carbon fibers is discussed. The theoretical model employed to calculate the beam's bending strength takes into account the timber's ultimate limit states of tensile strength and failure by compression, considering a model of fragile elastic tension and plastic elastic compression. The validity of the theoretical model is confirmed by a comparison of the theoretical and experimental results, while the efficiency of the fiber reinforcement is corroborated by the increased strength and stiffness of the reinforced timber beams.
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spelling Analysis of the strength and stiffness of timber beams reinforced with carbon fiber and glass fibertimberglass fibercarbon fiber and reinforced structuralAn experimental analysis of pinewood beams (Pinus caribea var hondurensis) reinforced with glass and/or carbon fibers is discussed. The theoretical model employed to calculate the beam's bending strength takes into account the timber's ultimate limit states of tensile strength and failure by compression, considering a model of fragile elastic tension and plastic elastic compression. The validity of the theoretical model is confirmed by a comparison of the theoretical and experimental results, while the efficiency of the fiber reinforcement is corroborated by the increased strength and stiffness of the reinforced timber beams.ABM, ABC, ABPol2003-06-01info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersiontext/htmlhttp://old.scielo.br/scielo.php?script=sci_arttext&pid=S1516-14392003000200014Materials Research v.6 n.2 2003reponame:Materials research (São Carlos. Online)instname:Universidade Federal de São Carlos (UFSCAR)instacron:ABM ABC ABPOL10.1590/S1516-14392003000200014info:eu-repo/semantics/openAccessFiorelli,JulianoDias,Antonio Alveseng2003-06-27T00:00:00Zoai:scielo:S1516-14392003000200014Revistahttp://www.scielo.br/mrPUBhttps://old.scielo.br/oai/scielo-oai.phpdedz@power.ufscar.br1980-53731516-1439opendoar:2003-06-27T00:00Materials research (São Carlos. Online) - Universidade Federal de São Carlos (UFSCAR)false
dc.title.none.fl_str_mv Analysis of the strength and stiffness of timber beams reinforced with carbon fiber and glass fiber
title Analysis of the strength and stiffness of timber beams reinforced with carbon fiber and glass fiber
spellingShingle Analysis of the strength and stiffness of timber beams reinforced with carbon fiber and glass fiber
Fiorelli,Juliano
timber
glass fiber
carbon fiber and reinforced structural
title_short Analysis of the strength and stiffness of timber beams reinforced with carbon fiber and glass fiber
title_full Analysis of the strength and stiffness of timber beams reinforced with carbon fiber and glass fiber
title_fullStr Analysis of the strength and stiffness of timber beams reinforced with carbon fiber and glass fiber
title_full_unstemmed Analysis of the strength and stiffness of timber beams reinforced with carbon fiber and glass fiber
title_sort Analysis of the strength and stiffness of timber beams reinforced with carbon fiber and glass fiber
author Fiorelli,Juliano
author_facet Fiorelli,Juliano
Dias,Antonio Alves
author_role author
author2 Dias,Antonio Alves
author2_role author
dc.contributor.author.fl_str_mv Fiorelli,Juliano
Dias,Antonio Alves
dc.subject.por.fl_str_mv timber
glass fiber
carbon fiber and reinforced structural
topic timber
glass fiber
carbon fiber and reinforced structural
description An experimental analysis of pinewood beams (Pinus caribea var hondurensis) reinforced with glass and/or carbon fibers is discussed. The theoretical model employed to calculate the beam's bending strength takes into account the timber's ultimate limit states of tensile strength and failure by compression, considering a model of fragile elastic tension and plastic elastic compression. The validity of the theoretical model is confirmed by a comparison of the theoretical and experimental results, while the efficiency of the fiber reinforcement is corroborated by the increased strength and stiffness of the reinforced timber beams.
publishDate 2003
dc.date.none.fl_str_mv 2003-06-01
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1516-14392003000200014
url http://old.scielo.br/scielo.php?script=sci_arttext&pid=S1516-14392003000200014
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv 10.1590/S1516-14392003000200014
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv text/html
dc.publisher.none.fl_str_mv ABM, ABC, ABPol
publisher.none.fl_str_mv ABM, ABC, ABPol
dc.source.none.fl_str_mv Materials Research v.6 n.2 2003
reponame:Materials research (São Carlos. Online)
instname:Universidade Federal de São Carlos (UFSCAR)
instacron:ABM ABC ABPOL
instname_str Universidade Federal de São Carlos (UFSCAR)
instacron_str ABM ABC ABPOL
institution ABM ABC ABPOL
reponame_str Materials research (São Carlos. Online)
collection Materials research (São Carlos. Online)
repository.name.fl_str_mv Materials research (São Carlos. Online) - Universidade Federal de São Carlos (UFSCAR)
repository.mail.fl_str_mv dedz@power.ufscar.br
_version_ 1754212657322262528

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