Please use this identifier to cite or link to this item: https://hdl.handle.net/10216/69676
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dc.creatorP. Vieira
dc.creatorN. Loureiro
dc.creatorJ. L. Esteves
dc.creatorA. T. Marques
dc.date.accessioned2022-09-07T17:14:04Z-
dc.date.available2022-09-07T17:14:04Z-
dc.date.issued2002
dc.identifier.othersigarra:64099
dc.identifier.urihttps://hdl.handle.net/10216/69676-
dc.description.abstractFor the flexural strengthening of reinforced concrete elements, an innovative technique, based in the filament winding method and using carbon fibres and epoxy resin, has been developed in the scope of the research and development activity of INEGI. An experimental research has been done bearing in mind the strengthening of scale-reduced beams. The CFRP reinforced system has been able to increase more than the double of the ultimate load of the concrete beam, providing a large deflection as well.
dc.language.isoeng
dc.relation.ispartofECCM10 10th European Conference on Composite Materials
dc.rightsopenAccess
dc.rights.urihttps://creativecommons.org/licenses/by-nc/4.0/
dc.subjectCiências Tecnológicas, Ciências da engenharia e tecnologias
dc.subjectTechnological sciences, Engineering and technology
dc.titleStrengthening and reinforcement of concrete beams by the application of CFRP using the filament winding method
dc.typeArtigo em Livro de Atas de Conferência Internacional
dc.contributor.uportoFaculdade de Engenharia
dc.subject.fosCiências da engenharia e tecnologias
dc.subject.fosEngineering and technology
Appears in Collections:FEUP - Artigo em Livro de Atas de Conferência Internacional

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