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Bond and flexural behaviour of a NSM CFRP strengthening system under fatigue loading

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Resumo:The present paper aims to contribute to the knowledge of the long-term performance and durability of concrete structures strengthened with the Near-Surface Mounted (NSM) technique. The durability of strengthening systems is affected by environmental conditions, such as freeze-thaw and temperature cycling, exposure to aggressive chemical agents and ultraviolet light. Additionally, the long-term performance of the NSM system could be compromised by fatigue loading, which may result in deterioration and weakening of individual components (steel, FRP, concrete), or loss of bond performance and composite action. Thus, in order to assess the bond and flexural behavior of NSM CFRP strengthening system under fatigue loading, an experimental program was carried out, composing of direct pullout tests and loading of slab specimens. The main investigated parameters were the stress level (or fatigue stress) and the amplitude of cycle. This paper describes the conducted tests and presents and analysis the obtained results.
Autores principais:Fernandes, Pedro Miguel Gomes
Outros Autores:Silva, Patrícia; Sena-Cruz, José; Azenha, Miguel; Teixeira, Tiago André Nunes; Barros, Joaquim A. O.
Assunto:Bond NSM CFRP Fatigue
Ano:2014
País:Portugal
Tipo de documento:comunicação em conferência
Tipo de acesso:acesso aberto
Instituição associada:Universidade do Minho
Idioma:inglês
Origem:RepositóriUM - Universidade do Minho
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author Fernandes, Pedro Miguel Gomes
author2 Silva, Patrícia
Sena-Cruz, José
Azenha, Miguel
Teixeira, Tiago André Nunes
Barros, Joaquim A. O.
author2_role author
author
author
author
author
author_facet Fernandes, Pedro Miguel Gomes
Silva, Patrícia
Sena-Cruz, José
Azenha, Miguel
Teixeira, Tiago André Nunes
Barros, Joaquim A. O.
author_role author
contributor_name_str_mv RepositóriUM - Universidade do Minho
country_str PT
creators_json_txt [{\"Person.name\":\"Fernandes, Pedro Miguel Gomes\"},{\"Person.name\":\"Silva, Patrícia\"},{\"Person.name\":\"Sena-Cruz, José\"},{\"Person.name\":\"Azenha, Miguel\"},{\"Person.name\":\"Teixeira, Tiago André Nunes\"},{\"Person.name\":\"Barros, Joaquim A. O.\"}]
datacite.contributors.contributor.contributorName.fl_str_mv RepositóriUM - Universidade do Minho
datacite.creators.creator.creatorName.fl_str_mv Fernandes, Pedro Miguel Gomes
Silva, Patrícia
Sena-Cruz, José
Azenha, Miguel
Teixeira, Tiago André Nunes
Barros, Joaquim A. O.
datacite.date.Accepted.fl_str_mv 2014-01-01T00:00:00Z
datacite.date.available.fl_str_mv 2014-09-19T13:43:21Z
datacite.date.embargoed.fl_str_mv 2014-09-19T13:43:21Z
datacite.rights.fl_str_mv http://purl.org/coar/access_right/c_abf2
datacite.subjects.subject.fl_str_mv Bond
NSM
CFRP
Fatigue
datacite.titles.title.fl_str_mv Bond and flexural behaviour of a NSM CFRP strengthening system under fatigue loading
dc.contributor.none.fl_str_mv RepositóriUM - Universidade do Minho
dc.creator.none.fl_str_mv Fernandes, Pedro Miguel Gomes
Silva, Patrícia
Sena-Cruz, José
Azenha, Miguel
Teixeira, Tiago André Nunes
Barros, Joaquim A. O.
dc.date.Accepted.fl_str_mv 2014-01-01T00:00:00Z
dc.date.available.fl_str_mv 2014-09-19T13:43:21Z
dc.date.embargoed.fl_str_mv 2014-09-19T13:43:21Z
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv https://hdl.handle.net/1822/30195
dc.language.none.fl_str_mv eng
dc.rights.none.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.subject.none.fl_str_mv Bond
NSM
CFRP
Fatigue
dc.title.fl_str_mv Bond and flexural behaviour of a NSM CFRP strengthening system under fatigue loading
dc.type.none.fl_str_mv http://purl.org/coar/resource_type/c_5794
description The present paper aims to contribute to the knowledge of the long-term performance and durability of concrete structures strengthened with the Near-Surface Mounted (NSM) technique. The durability of strengthening systems is affected by environmental conditions, such as freeze-thaw and temperature cycling, exposure to aggressive chemical agents and ultraviolet light. Additionally, the long-term performance of the NSM system could be compromised by fatigue loading, which may result in deterioration and weakening of individual components (steel, FRP, concrete), or loss of bond performance and composite action. Thus, in order to assess the bond and flexural behavior of NSM CFRP strengthening system under fatigue loading, an experimental program was carried out, composing of direct pullout tests and loading of slab specimens. The main investigated parameters were the stress level (or fatigue stress) and the amplitude of cycle. This paper describes the conducted tests and presents and analysis the obtained results.
dirty 0
eu_rights_str_mv openAccess
format conferencePaper
fulltext.url.fl_str_mv https://repositorium.uminho.pt/bitstreams/824934ba-d896-44cd-9251-87e245e73d6e/download
id rum_a8a35c1961f53b168339f2b8d24d675d
identifier.url.fl_str_mv https://hdl.handle.net/1822/30195
instacron_str repositorium
institution Universidade do Minho
instname_str Universidade do Minho
language eng
network_acronym_str rum
network_name_str RepositóriUM - Universidade do Minho
oai_identifier_str oai:repositorium.uminho.pt:1822/30195
organization_str_mv urn:organizationAcronym:repositorium
person_str_mv Fernandes, Pedro Miguel Gomes
Silva, Patrícia
Sena-Cruz, José
Azenha, Miguel
Teixeira, Tiago André Nunes
Barros, Joaquim A. O.
publishDate 2014
reponame_str RepositóriUM - Universidade do Minho
repository_id_str urn:repositoryAcronym:rum
service_str_mv urn:repositoryAcronym:rum
spelling engporThe present paper aims to contribute to the knowledge of the long-term performance and durability of concrete structures strengthened with the Near-Surface Mounted (NSM) technique. The durability of strengthening systems is affected by environmental conditions, such as freeze-thaw and temperature cycling, exposure to aggressive chemical agents and ultraviolet light. Additionally, the long-term performance of the NSM system could be compromised by fatigue loading, which may result in deterioration and weakening of individual components (steel, FRP, concrete), or loss of bond performance and composite action. Thus, in order to assess the bond and flexural behavior of NSM CFRP strengthening system under fatigue loading, an experimental program was carried out, composing of direct pullout tests and loading of slab specimens. The main investigated parameters were the stress level (or fatigue stress) and the amplitude of cycle. This paper describes the conducted tests and presents and analysis the obtained results.application/pdfporBond and flexural behaviour of a NSM CFRP strengthening system under fatigue loadingFernandes, Pedro Miguel GomesSilva, PatríciaSena-Cruz, JoséAzenha, MiguelTeixeira, Tiago André NunesBarros, Joaquim A. O.HostingInstitutionOrganizationalRepositóriUM - Universidade do Minhoe-mailmailto:repositorium@usdb.uminho.ptrepositorium@usdb.uminho.ptISBNIsPartOf97817713630822014-09-19T13:43:21Z20142014-01-01T00:00:00ZHandlehttps://hdl.handle.net/1822/30195http://purl.org/coar/access_right/c_abf2open accessBondNSMCFRPFatigue1333011 bytesother research producthttp://purl.org/coar/resource_type/c_5794conference paperhttp://purl.org/coar/access_right/c_abf2application/pdffulltexthttps://repositorium.uminho.pt/bitstreams/824934ba-d896-44cd-9251-87e245e73d6e/download
spellingShingle Bond and flexural behaviour of a NSM CFRP strengthening system under fatigue loading
Fernandes, Pedro Miguel Gomes
Bond
NSM
CFRP
Fatigue
status SINGLETON
subject.fl_str_mv Bond
NSM
CFRP
Fatigue
title Bond and flexural behaviour of a NSM CFRP strengthening system under fatigue loading
title_full Bond and flexural behaviour of a NSM CFRP strengthening system under fatigue loading
title_fullStr Bond and flexural behaviour of a NSM CFRP strengthening system under fatigue loading
title_full_unstemmed Bond and flexural behaviour of a NSM CFRP strengthening system under fatigue loading
title_short Bond and flexural behaviour of a NSM CFRP strengthening system under fatigue loading
title_sort Bond and flexural behaviour of a NSM CFRP strengthening system under fatigue loading
topic Bond
NSM
CFRP
Fatigue
topic_facet Bond
NSM
CFRP
Fatigue
url https://hdl.handle.net/1822/30195
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