Utilize este identificador para referenciar este registo:
https://hdl.handle.net/1822/12897
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Campo DC | Valor | Idioma |
---|---|---|
dc.contributor.author | Breveglieri, Matteo | - |
dc.contributor.author | Barros, Joaquim A. O. | - |
dc.contributor.author | Dalfré, Gláucia | - |
dc.contributor.author | Aprile, Alessandra | - |
dc.date.accessioned | 2011-07-19T15:20:58Z | - |
dc.date.available | 2011-07-19T15:20:58Z | - |
dc.date.issued | 2011-06 | - |
dc.identifier.isbn | 9788087158296 | por |
dc.identifier.uri | https://hdl.handle.net/1822/12897 | - |
dc.description.abstract | The experimental programs for the flexural strengthening of reinforced concrete (RC) structures using the Near Surface Mounted (NSM) technique with Fiber Reinforced Polymer (FRP) laminates were, in general, conducted with simply supported beams. Therefore, there is a lack of experimental and theoretical studies on the moment redistribution of statically indeterminate RC elements strengthened with NSM technique. This work explores the influence of the amount of FRP in terms of load carrying capacity, ductility and moment redistribution capacity of continuous RC slab strips. In this way, two span slab strips strengthened in the hogging region were tested. The obtained results were used to assess the predictive performance of a finite element model in the simulation of the nonlinear behavior of the tested slabs. Finally, a parametric study is carried out to investigate the influence of the strengthening arrangement and FRP percentage in terms of load carrying capacity and moment redistribution capacity of continuous RC slab strips flexurally strengthened by the NSM technique. | por |
dc.description.sponsorship | Fundação para a Ciência e a Tecnologia (FCT) - 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” PTDC/ECM/73099/2006 | por |
dc.language.iso | eng | por |
dc.publisher | Czech Concrete Society | por |
dc.relation | info:eu-repo/grantAgreement/FCT/5876-PPCDTI/73099/PT | - |
dc.rights | openAccess | por |
dc.subject | NSM strengthening technique | por |
dc.subject | CFRP laminates | por |
dc.subject | Flexural strengthening | por |
dc.subject | RC continuous slabs | por |
dc.subject | Moment redistribution | por |
dc.subject | Plastic rotation capacity | por |
dc.title | Assessment of the effectiveness of NSM-CFRP flexural strengthening configuration for continuous RC slabs | por |
dc.type | conferencePaper | - |
dc.peerreviewed | yes | por |
sdum.publicationstatus | published | por |
oaire.citationConferenceDate | 8-10 June 2011 | por |
oaire.citationStartPage | 1149 | por |
oaire.citationEndPage | 1152 | por |
oaire.citationTitle | Fib Symposium Prague 2001 : concrete engineering for excellence and efficiency | por |
dc.subject.wos | Science & Technology | por |
sdum.conferencePublication | Fib Symposium Prague 2001 : concrete engineering for excellence and efficiency | por |
sdum.bookTitle | FIB SYMPOSIUM PRAGUE 2011: CONCRETE ENGINEERING FOR EXCELLENCE AND EFFICIENCY, VOLS 1 AND 2 | por |
Aparece nas coleções: | ISISE - Comunicações a Conferências Internacionais |