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Punching shear strengthening of flat slabs: CFRP and shear reinforcement

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Resumo:Punching in slabs is usually associated to the application of concentrated loads or to the presence of columns. One of the main concerns related to flat slabs is its punching shear capacity at slabcolumn connection, which is subjected to a very complex three-dimensional stress state. Provided that bending capacity is installed, punching shear failure is hence characterized by the development of a truncated cone shaped surface at the slab-column connection. The experimental programme carried out by the authors includes four normal strength concrete slabs (1100×1100×100 mm3), with and without shear reinforcement, submitted to punching under a concentrated load. One of the specimens included typical bent-down bars as shear reinforcement. Frequently, there is the need to strengthen existing flat slabs against punching shear failure. Current paper intends to further investigate the structural response of such reinforcement techniques. One of the strengthening practices, which have been tested within current experimental programme, consists on gluing carbon fibre reinforced polymers on concrete surface. Moreover, the near surface mounted technique has also been tested within current experimental work. Finally, a fourth specimen served as reference. The effects of shear reinforcement and of the carbon fibre reinforced polymers enhancing punching shear capacity are observed.
Autores principais:Moreno, Carlos
Outros Autores:Ferreira, Débora; Bennani, Abdelkrim; Sarmento, Ana; Noverraz, Michel
Assunto:Punching shear CFRP NSM Building codes Experimental tests
Ano:2015
País:Portugal
Tipo de documento:comunicação em conferência
Tipo de acesso:acesso aberto
Instituição associada:Instituto Politécnico de Bragança
Idioma:inglês
Origem:Biblioteca Digital do IPB
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author Moreno, Carlos
author2 Ferreira, Débora
Bennani, Abdelkrim
Sarmento, Ana
Noverraz, Michel
author2_role author
author
author
author
author_facet Moreno, Carlos
Ferreira, Débora
Bennani, Abdelkrim
Sarmento, Ana
Noverraz, Michel
author_role author
contributor_name_str_mv Biblioteca Digital do IPB
country_str PT
creators_json_txt [{\"Person.name\":\"Moreno, Carlos\",\"Person.identifier.orcid\":\"0000-0001-9140-2299\"},{\"Person.name\":\"Ferreira, Débora\",\"Person.identifier.orcid\":\"0000-0002-5195-8265\"},{\"Person.name\":\"Bennani, Abdelkrim\"},{\"Person.name\":\"Sarmento, Ana\"},{\"Person.name\":\"Noverraz, Michel\"}]
datacite.contributors.contributor.contributorName.fl_str_mv Biblioteca Digital do IPB
datacite.creators.creator.creatorName.fl_str_mv Moreno, Carlos
Ferreira, Débora
Bennani, Abdelkrim
Sarmento, Ana
Noverraz, Michel
datacite.date.Accepted.fl_str_mv 2015-01-01T00:00:00Z
datacite.date.available.fl_str_mv 2018-02-16T15:30:52Z
datacite.date.embargoed.fl_str_mv 2018-02-16T15:30:52Z
datacite.rights.fl_str_mv http://purl.org/coar/access_right/c_abf2
datacite.subjects.subject.fl_str_mv Punching shear
CFRP
NSM
Building codes
Experimental tests
datacite.titles.title.fl_str_mv Punching shear strengthening of flat slabs: CFRP and shear reinforcement
dc.contributor.none.fl_str_mv Biblioteca Digital do IPB
dc.creator.none.fl_str_mv Moreno, Carlos
Ferreira, Débora
Bennani, Abdelkrim
Sarmento, Ana
Noverraz, Michel
dc.date.Accepted.fl_str_mv 2015-01-01T00:00:00Z
dc.date.available.fl_str_mv 2018-02-16T15:30:52Z
dc.date.embargoed.fl_str_mv 2018-02-16T15:30:52Z
dc.format.none.fl_str_mv application/pdf
dc.identifier.none.fl_str_mv http://hdl.handle.net/10198/15789
dc.language.none.fl_str_mv eng
dc.publisher.none.fl_str_mv Fib
dc.rights.cclincense.fl_str_mv http://creativecommons.org/licenses/by/4.0/
dc.rights.none.fl_str_mv http://purl.org/coar/access_right/c_abf2
dc.subject.none.fl_str_mv Punching shear
CFRP
NSM
Building codes
Experimental tests
dc.title.fl_str_mv Punching shear strengthening of flat slabs: CFRP and shear reinforcement
dc.type.none.fl_str_mv http://purl.org/coar/resource_type/c_5794
description Punching in slabs is usually associated to the application of concentrated loads or to the presence of columns. One of the main concerns related to flat slabs is its punching shear capacity at slabcolumn connection, which is subjected to a very complex three-dimensional stress state. Provided that bending capacity is installed, punching shear failure is hence characterized by the development of a truncated cone shaped surface at the slab-column connection. The experimental programme carried out by the authors includes four normal strength concrete slabs (1100×1100×100 mm3), with and without shear reinforcement, submitted to punching under a concentrated load. One of the specimens included typical bent-down bars as shear reinforcement. Frequently, there is the need to strengthen existing flat slabs against punching shear failure. Current paper intends to further investigate the structural response of such reinforcement techniques. One of the strengthening practices, which have been tested within current experimental programme, consists on gluing carbon fibre reinforced polymers on concrete surface. Moreover, the near surface mounted technique has also been tested within current experimental work. Finally, a fourth specimen served as reference. The effects of shear reinforcement and of the carbon fibre reinforced polymers enhancing punching shear capacity are observed.
dirty 0
eu_rights_str_mv openAccess
format conferencePaper
fulltext.url.fl_str_mv https://bibliotecadigital.ipb.pt/bitstreams/251d906c-df6c-41bb-a01b-42ca93c666d1/download
id ipb_3725eaffbfe86c19a393f1fae39da6c7
identifier.url.fl_str_mv http://hdl.handle.net/10198/15789
instacron_str ipb
institution Instituto Politécnico de Bragança
instname_str Instituto Politécnico de Bragança
language eng
network_acronym_str ipb
network_name_str Biblioteca Digital do IPB
oai_identifier_str oai:bibliotecadigital.ipb.pt:10198/15789
organization_str_mv urn:organizationAcronym:ipb
person_str_mv Moreno, Carlos
Moreno, Carlos
http://orcid.org/0000-0001-9140-2299
0000-0001-9140-2299
Ferreira, Débora
Ferreira, Débora
https://www.ciencia-id.pt/D81C-FDAD-4D8A
D81C-FDAD-4D8A
http://orcid.org/0000-0002-5195-8265
0000-0002-5195-8265
Bennani, Abdelkrim
Sarmento, Ana
Noverraz, Michel
publishDate 2015
publisher.none.fl_str_mv Fib
reponame_str Biblioteca Digital do IPB
repository_id_str urn:repositoryAcronym:ipb
service_str_mv urn:repositoryAcronym:ipb
spelling engFibpt_PTPunching in slabs is usually associated to the application of concentrated loads or to the presence of columns. One of the main concerns related to flat slabs is its punching shear capacity at slabcolumn connection, which is subjected to a very complex three-dimensional stress state. Provided that bending capacity is installed, punching shear failure is hence characterized by the development of a truncated cone shaped surface at the slab-column connection. The experimental programme carried out by the authors includes four normal strength concrete slabs (1100×1100×100 mm3), with and without shear reinforcement, submitted to punching under a concentrated load. One of the specimens included typical bent-down bars as shear reinforcement. Frequently, there is the need to strengthen existing flat slabs against punching shear failure. Current paper intends to further investigate the structural response of such reinforcement techniques. One of the strengthening practices, which have been tested within current experimental programme, consists on gluing carbon fibre reinforced polymers on concrete surface. Moreover, the near surface mounted technique has also been tested within current experimental work. Finally, a fourth specimen served as reference. The effects of shear reinforcement and of the carbon fibre reinforced polymers enhancing punching shear capacity are observed.application/pdfpt_PTPunching shear strengthening of flat slabs: CFRP and shear reinforcementPersonalMoreno, CarlosDSpacehttp://dspace.org/items/4174c2aa-c755-41f3-b0db-19219e39c22fDSpacehttp://dspace.org/items/4174c2aa-c755-41f3-b0db-19219e39c22fMorenoCarlosORCIDhttp://orcid.org0000-0001-9140-2299PersonalFerreira, DéboraDSpacehttp://dspace.org/items/a4fa2eb4-17f1-46a1-ae8e-36f39ad25b39DSpacehttp://dspace.org/items/a4fa2eb4-17f1-46a1-ae8e-36f39ad25b39FerreiraDéboraCiência IDhttps://www.ciencia-id.ptD81C-FDAD-4D8AORCIDhttp://orcid.org0000-0002-5195-8265Scopus Author IDhttps://www.scopus.com35334023200Bennani, AbdelkrimSarmento, AnaNoverraz, MichelHostingInstitutionOrganizationalBiblioteca Digital do IPBe-mailmailto:dspace@ipb.ptdspace@ipb.pt2018-02-16T15:30:52Z20152015-01-01T00:00:00ZHandlehttp://hdl.handle.net/10198/15789http://purl.org/coar/access_right/c_abf2open accessPunching shearCFRPNSMBuilding codesExperimental tests2444764 bytesother research producthttp://purl.org/coar/resource_type/c_5794conference paper2015http://creativecommons.org/licenses/by/4.0/http://purl.org/coar/access_right/c_abf2application/pdffulltexthttps://bibliotecadigital.ipb.pt/bitstreams/251d906c-df6c-41bb-a01b-42ca93c666d1/downloadConcrete – Innovation and Design, fib SymposiumCopenhagen
spellingShingle Punching shear strengthening of flat slabs: CFRP and shear reinforcement
Moreno, Carlos
Punching shear
CFRP
NSM
Building codes
Experimental tests
status SINGLETON
subject.fl_str_mv Punching shear
CFRP
NSM
Building codes
Experimental tests
title Punching shear strengthening of flat slabs: CFRP and shear reinforcement
title_full Punching shear strengthening of flat slabs: CFRP and shear reinforcement
title_fullStr Punching shear strengthening of flat slabs: CFRP and shear reinforcement
title_full_unstemmed Punching shear strengthening of flat slabs: CFRP and shear reinforcement
title_short Punching shear strengthening of flat slabs: CFRP and shear reinforcement
title_sort Punching shear strengthening of flat slabs: CFRP and shear reinforcement
topic Punching shear
CFRP
NSM
Building codes
Experimental tests
topic_facet Punching shear
CFRP
NSM
Building codes
Experimental tests
url http://hdl.handle.net/10198/15789
visible 1