CFRP-based confinement strategies for RC columns-experimental and analytical research

Bibliographic Details
Main Author: Ferreira, Débora R. S. M.
Publication Date: 2006
Other Authors: Barros, Joaquim A. O.
Language: eng
Source: Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
Download full: http://hdl.handle.net/1822/5986
Summary: The present work aims to compare the confinement effectiveness of full and partial wrapping of concrete elements under compression loads. The main results of the experimental program are presented and analysed. The Lam and Teng analytical model was applied to predict the compression stress-strain behaviour of concrete column elements partially confined by strips of CFRP lay-up sheets. The model performance is assessed using the experimental results.
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spelling CFRP-based confinement strategies for RC columns-experimental and analytical researchConcrete column confinementCFRPThe present work aims to compare the confinement effectiveness of full and partial wrapping of concrete elements under compression loads. The main results of the experimental program are presented and analysed. The Lam and Teng analytical model was applied to predict the compression stress-strain behaviour of concrete column elements partially confined by strips of CFRP lay-up sheets. The model performance is assessed using the experimental results.The authors of the present work wish to acknowledge the generous support provide by MBT Bettor Portugal and S&P Clever Reinforcement. The first author would like to thank the financial support by PRODEP action 5.3/N/199.014/01.Universidade do Minho. Departamento de Engenharia Civil (DEC)Universidade do MinhoFerreira, Débora R. S. M.Barros, Joaquim A. O.2006-042006-04-01T00:00:00Zconference paperinfo:eu-repo/semantics/publishedVersionapplication/pdfhttp://hdl.handle.net/1822/5986engAGUIAR, José Barroso de... [et al.], ed. lit.- " ISPIC2006 : International Symposium Polymers in Concrete". Guimarães : Department of Civil Engineering - University of Minho, 2006. ISBN 972-99179-1-4.info: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:RCAAP2024-05-11T05:30:26Zoai:repositorium.sdum.uminho.pt:1822/5986Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireinfo@rcaap.ptopendoar:https://opendoar.ac.uk/repository/71602025-05-28T15:20:46.394776Repositórios 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 CFRP-based confinement strategies for RC columns-experimental and analytical research
title CFRP-based confinement strategies for RC columns-experimental and analytical research
spellingShingle CFRP-based confinement strategies for RC columns-experimental and analytical research
Ferreira, Débora R. S. M.
Concrete column confinement
CFRP
title_short CFRP-based confinement strategies for RC columns-experimental and analytical research
title_full CFRP-based confinement strategies for RC columns-experimental and analytical research
title_fullStr CFRP-based confinement strategies for RC columns-experimental and analytical research
title_full_unstemmed CFRP-based confinement strategies for RC columns-experimental and analytical research
title_sort CFRP-based confinement strategies for RC columns-experimental and analytical research
author Ferreira, Débora R. S. M.
author_facet Ferreira, Débora R. S. M.
Barros, Joaquim A. O.
author_role author
author2 Barros, Joaquim A. O.
author2_role author
dc.contributor.none.fl_str_mv Universidade do Minho
dc.contributor.author.fl_str_mv Ferreira, Débora R. S. M.
Barros, Joaquim A. O.
dc.subject.por.fl_str_mv Concrete column confinement
CFRP
topic Concrete column confinement
CFRP
description The present work aims to compare the confinement effectiveness of full and partial wrapping of concrete elements under compression loads. The main results of the experimental program are presented and analysed. The Lam and Teng analytical model was applied to predict the compression stress-strain behaviour of concrete column elements partially confined by strips of CFRP lay-up sheets. The model performance is assessed using the experimental results.
publishDate 2006
dc.date.none.fl_str_mv 2006-04
2006-04-01T00:00:00Z
dc.type.driver.fl_str_mv conference paper
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://hdl.handle.net/1822/5986
url http://hdl.handle.net/1822/5986
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv AGUIAR, José Barroso de... [et al.], ed. lit.- " ISPIC2006 : International Symposium Polymers in Concrete". Guimarães : Department of Civil Engineering - University of Minho, 2006. ISBN 972-99179-1-4.
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 Universidade do Minho. Departamento de Engenharia Civil (DEC)
publisher.none.fl_str_mv Universidade do Minho. Departamento de Engenharia Civil (DEC)
dc.source.none.fl_str_mv reponame:Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
instname:FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia
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instname_str FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia
instacron_str RCAAP
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reponame_str Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
collection Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
repository.name.fl_str_mv Repositórios Científicos de Acesso Aberto de Portugal (RCAAP) - FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia
repository.mail.fl_str_mv info@rcaap.pt
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