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https://hdl.handle.net/1822/14583
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Campo DC | Valor | Idioma |
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dc.contributor.author | Barros, Joaquim A. O. | - |
dc.contributor.author | Costa, Inês | - |
dc.contributor.author | Gouveia, A. Ventura | - |
dc.date.accessioned | 2011-11-24T16:53:43Z | - |
dc.date.available | 2011-11-24T16:53:43Z | - |
dc.date.issued | 2011 | - |
dc.date.submitted | 2011 | - |
dc.identifier.issn | 1369-4332 | por |
dc.identifier.uri | https://hdl.handle.net/1822/14583 | - |
dc.description.abstract | Near surface mounted (NSM) technique has proved to be a very effective technique for the flexural strengthening of RC beams. Due to the relatively small thickness of the concrete cover that several beams present, cutting the bottom arm of steel stirrups for the installation of NSM laminates might be a possible strategy, whose implications on the beam’s load carrying capacity need to be assessed. When steel stirrups are cut, however, the shear resistance can be a concern. This also happens when a strengthening intervention is carried out to increase the flexural resistance of a beam, since in certain cases it is also necessary to increase the shear resistance in order to avoid the occurrence of brittle shear failure. The present work assesses the effectiveness of a technique that aims to increase both the flexural and shear resistance of RC beams that have the bottom arm of the steel stirrups cut for the application of NSM laminates. This assessment is performed by experimental and numerical research. The main results of the experimental program are presented and analyzed, and the innovative aspects of a constitutive model implemented in a computer program are described, being their virtues and deficiencies discussed. | por |
dc.description.sponsorship | The study reported in this paper forms a part of the research program "CUTINEMO - Carbon fiber laminates applied according to the near surface mounted technique to increase the flexural resistance to negative moments of continuous reinforced concrete structures" supported by FCT, PTDC/ECM/73099/2006. The authors wish to acknowledge the support also provided by the S&P, Casais and Artecanter Companies. The second Author acknowledges the grant under the aforementioned research project. The third author acknowledges the financial support of FCT, PhD Grant number SFRH/BD/23326/2005. | por |
dc.language.iso | eng | por |
dc.publisher | Multi-Science Publishing | por |
dc.relation | info:eu-repo/grantAgreement/FCT/5876-PPCDTI/73099/PT | - |
dc.rights | openAccess | por |
dc.subject | CFRP | por |
dc.subject | NSM | por |
dc.subject | Flexural strengthening | por |
dc.subject | Shear strengthening | por |
dc.subject | FEM | por |
dc.subject | Material nonlinear analysis | por |
dc.title | CFRP flexural and shear strengthening technique for RC beams : experimental and numerical research | por |
dc.type | article | - |
dc.peerreviewed | yes | por |
sdum.publicationstatus | published | por |
oaire.citationStartPage | 551 | por |
oaire.citationEndPage | 573 | por |
oaire.citationIssue | 3 | por |
oaire.citationTitle | Advances in Structural Engineering Journal | por |
oaire.citationVolume | 14 | por |
dc.identifier.doi | 10.1260/1369-4332.14.3.551 | por |
dc.subject.wos | Science & Technology | por |
sdum.journal | Advances in Structural Engineering | por |
Aparece nas coleções: | ISISE - Artigos em Revistas Internacionais |
Ficheiros deste registo:
Ficheiro | Descrição | Tamanho | Formato | |
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IJ(ISI)_42_AF.pdf | 1,02 MB | Adobe PDF | Ver/Abrir |