On the behaviour of continuous RC slab strips flexurally strengthened by the NSM technique

Bibliographic Details
Main Author: Dalfré, Gláucia
Publication Date: 2013
Other Authors: Barros, Joaquim A. O.
Language: eng
Source: Repositórios Científicos de Acesso Aberto de Portugal (RCAAP)
Download full: http://hdl.handle.net/1822/26232
Summary: This work explores the influence of the amount of CFRP in terms of load carrying capacity, ductility and moment redistribution capacity of continuous RC slab strips. In this way, for assessing the predictive performance of a FEM-based computer program, the experimental results obtained by Bonaldo (2008) and Dalfré (2013) were compared with values predicted by this software. Finally, a parametric study is carried out to investigate the influence of the strengthening arrangement and CFRP percentage in terms of load carrying capacity and moment redistribution capacity of continuous RC slab strips flexurally strengthened by the NSM technique.
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spelling On the behaviour of continuous RC slab strips flexurally strengthened by the NSM techniqueContinuous RC slabsFlexural strengtheningFEMNSMMoment RedistributionThis work explores the influence of the amount of CFRP in terms of load carrying capacity, ductility and moment redistribution capacity of continuous RC slab strips. In this way, for assessing the predictive performance of a FEM-based computer program, the experimental results obtained by Bonaldo (2008) and Dalfré (2013) were compared with values predicted by this software. Finally, a parametric study is carried out to investigate the influence of the strengthening arrangement and CFRP percentage in terms of load carrying capacity and moment redistribution capacity of continuous RC slab strips flexurally strengthened by the NSM technique.Universidade do MinhoDalfré, GláuciaBarros, Joaquim A. O.2013-102013-10-01T00:00:00Zconference paperinfo:eu-repo/semantics/publishedVersionapplication/pdfhttp://hdl.handle.net/1822/26232enginfo: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:RCAAP2024-05-11T06:00:00Zoai:repositorium.sdum.uminho.pt:1822/26232Portal AgregadorONGhttps://www.rcaap.pt/oai/openaireinfo@rcaap.ptopendoar:https://opendoar.ac.uk/repository/71602025-05-28T15:37:41.902439Repositórios 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 On the behaviour of continuous RC slab strips flexurally strengthened by the NSM technique
title On the behaviour of continuous RC slab strips flexurally strengthened by the NSM technique
spellingShingle On the behaviour of continuous RC slab strips flexurally strengthened by the NSM technique
Dalfré, Gláucia
Continuous RC slabs
Flexural strengthening
FEM
NSM
Moment Redistribution
title_short On the behaviour of continuous RC slab strips flexurally strengthened by the NSM technique
title_full On the behaviour of continuous RC slab strips flexurally strengthened by the NSM technique
title_fullStr On the behaviour of continuous RC slab strips flexurally strengthened by the NSM technique
title_full_unstemmed On the behaviour of continuous RC slab strips flexurally strengthened by the NSM technique
title_sort On the behaviour of continuous RC slab strips flexurally strengthened by the NSM technique
author Dalfré, Gláucia
author_facet Dalfré, Gláucia
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 Dalfré, Gláucia
Barros, Joaquim A. O.
dc.subject.por.fl_str_mv Continuous RC slabs
Flexural strengthening
FEM
NSM
Moment Redistribution
topic Continuous RC slabs
Flexural strengthening
FEM
NSM
Moment Redistribution
description This work explores the influence of the amount of CFRP in terms of load carrying capacity, ductility and moment redistribution capacity of continuous RC slab strips. In this way, for assessing the predictive performance of a FEM-based computer program, the experimental results obtained by Bonaldo (2008) and Dalfré (2013) were compared with values predicted by this software. Finally, a parametric study is carried out to investigate the influence of the strengthening arrangement and CFRP percentage in terms of load carrying capacity and moment redistribution capacity of continuous RC slab strips flexurally strengthened by the NSM technique.
publishDate 2013
dc.date.none.fl_str_mv 2013-10
2013-10-01T00:00:00Z
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/1822/26232
url http://hdl.handle.net/1822/26232
dc.language.iso.fl_str_mv eng
language eng
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.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
instacron:RCAAP
instname_str FCCN, serviços digitais da FCT – Fundação para a Ciência e a Tecnologia
instacron_str RCAAP
institution RCAAP
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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