Assessing the effectiveness of embedding CFRP laminates in the near surface for structural strengthening

Detalhes bibliográficos
Autor(a) principal: Barros, Joaquim A. O.
Data de Publicação: 2006
Outros Autores: Ferreira, Débora R. S. M., Fortes, Adriano, Dias, Salvador J. E.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
Texto Completo: https://hdl.handle.net/1822/5961
Resumo: The authors of the present work wish to acknowledge the support provided by the S&P, Bettor MBT Portugal, Secil, Nordesfer, Ferseque, Casais, Solusel, VSL, Unibetão (Braga) and the colaboration of Cemacom.
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spelling Assessing the effectiveness of embedding CFRP laminates in the near surface for structural strengtheningCarbon fiber reinforced polymersStrengtheningConcreteScience & TechnologyThe authors of the present work wish to acknowledge the support provided by the S&P, Bettor MBT Portugal, Secil, Nordesfer, Ferseque, Casais, Solusel, VSL, Unibetão (Braga) and the colaboration of Cemacom.Near Surface Mounted (NSM) is a recent strengthening technique based on bonding Carbon Fiber Reinforced Polymer (CFRP) bars (rods or laminate strips) into pre-cut grooves on the concrete cover of the elements to strength. To assess the effectiveness of the NSM technique, an experimental program is carried out involving reinforced concrete (RC) columns, RC beams and masonry panels. In columns failing in bending the present work shows that the failure strain of the (CFRP) laminates can be attained using the NSM technique. Beams failing in bending are also strengthened with CFRP laminates in order to double their load carrying capacity. This goal was attained and maximum strain levels of about 90% of the CFRP failure strain were recorded in this composite material, revealing that the NSM technique is also very effective to increase the flexural resistance of RC beams. The effectiveness of externally bonded reinforcing (EBR) and NSM techniques to increase the flexural resistance of masonry panels is also assessed. In the EBR technique the CFRP laminates are externally bonded to the concrete joints of the panel, while in the NSM technique the CFRP laminates are fixed into precut slits on the panel concrete joints. The NSM technique provided a higher increase on the panel load carrying capacity, as well as, a larger deflection at the failure of the panel. The performance of EBR and NSM techniques for the strengthening of RC beams failing in shear is also analyzed. The NMS technique was much more effective in terms of increasing the beam load carrying capacity, as well as, the beam deformability at its failure. The NSM technique was easier and faster to apply than the EBR technique.The first author wishes to acknowledge the grant SFRH/BSAB/291/2002-POCTI, provided by FCT and FSE.ElsevierUniversidade do MinhoBarros, Joaquim A. O.Ferreira, Débora R. S. M.Fortes, AdrianoDias, Salvador J. E.20062006-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttps://hdl.handle.net/1822/5961eng"Construction and building materials journal". ISSN 0950-0618. 20:7 (Sept. 2006) 478-491.0950-061810.1016/j.conbuildmat.2005.01.030www.elsevier.com/locate/conbuildmatinfo:eu-repo/semantics/openAccessreponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiainstacron:RCAAP2025-04-12T04:08:23Zoai:repositorium.sdum.uminho.pt:1822/5961Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireinfo@rcaap.ptopendoar:https://opendoar.ac.uk/repository/71602025-05-28T14:52:22.289507Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologiafalse
dc.title.none.fl_str_mv Assessing the effectiveness of embedding CFRP laminates in the near surface for structural strengthening
title Assessing the effectiveness of embedding CFRP laminates in the near surface for structural strengthening
spellingShingle Assessing the effectiveness of embedding CFRP laminates in the near surface for structural strengthening
Barros, Joaquim A. O.
Carbon fiber reinforced polymers
Strengthening
Concrete
Science & Technology
title_short Assessing the effectiveness of embedding CFRP laminates in the near surface for structural strengthening
title_full Assessing the effectiveness of embedding CFRP laminates in the near surface for structural strengthening
title_fullStr Assessing the effectiveness of embedding CFRP laminates in the near surface for structural strengthening
title_full_unstemmed Assessing the effectiveness of embedding CFRP laminates in the near surface for structural strengthening
title_sort Assessing the effectiveness of embedding CFRP laminates in the near surface for structural strengthening
author Barros, Joaquim A. O.
author_facet Barros, Joaquim A. O.
Ferreira, Débora R. S. M.
Fortes, Adriano
Dias, Salvador J. E.
author_role author
author2 Ferreira, Débora R. S. M.
Fortes, Adriano
Dias, Salvador J. E.
author2_role author
author
author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Barros, Joaquim A. O.
Ferreira, Débora R. S. M.
Fortes, Adriano
Dias, Salvador J. E.
dc.subject.por.fl_str_mv Carbon fiber reinforced polymers
Strengthening
Concrete
Science & Technology
topic Carbon fiber reinforced polymers
Strengthening
Concrete
Science & Technology
description The authors of the present work wish to acknowledge the support provided by the S&P, Bettor MBT Portugal, Secil, Nordesfer, Ferseque, Casais, Solusel, VSL, Unibetão (Braga) and the colaboration of Cemacom.
publishDate 2006
dc.date.none.fl_str_mv 2006
2006-01-01T00:00:00Z
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 https://hdl.handle.net/1822/5961
url https://hdl.handle.net/1822/5961
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv "Construction and building materials journal". ISSN 0950-0618. 20:7 (Sept. 2006) 478-491.
0950-0618
10.1016/j.conbuildmat.2005.01.030
www.elsevier.com/locate/conbuildmat
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
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dc.publisher.none.fl_str_mv Elsevier
publisher.none.fl_str_mv Elsevier
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