Flexural performance of concrete beams reinforced with epoxy resin/glass and carbon fibers composites

Registro completo de metadados
MetadadosDescriçãoIdioma
Autor(es): dc.contributorUniversidade Estadual Paulista (UNESP)-
Autor(es): dc.creatorDa Silva Braga, Tiago Teixeira-
Autor(es): dc.creatorDe Andrade, Nathan Pereira-
Autor(es): dc.creatorTerni, Antônio Wanderley-
Autor(es): dc.creatorSilveira, Daniel Cônsoli-
Autor(es): dc.creatorBotelho, Edson Cocchieri-
Data de aceite: dc.date.accessioned2025-08-21T16:01:33Z-
Data de disponibilização: dc.date.available2025-08-21T16:01:33Z-
Data de envio: dc.date.issued2022-05-01-
Data de envio: dc.date.issued2022-05-01-
Data de envio: dc.date.issued2020-12-31-
Fonte completa do material: dc.identifierhttp://dx.doi.org/10.1590/1980-5373-MR-2021-0109-
Fonte completa do material: dc.identifierhttp://hdl.handle.net/11449/233752-
Fonte: dc.identifier.urihttp://educapes.capes.gov.br/handle/11449/233752-
Descrição: dc.descriptionFactors such as project and execution errors, lack of maintenance and inspection, and increases in loading can cause deficiencies to reinforced concrete structures. In this regard, there is the necessity of the application of structural reinforcement systems. This manuscript aims at the structural capacity analyses involving the bending of steel-reinforced concrete beams with additional reinforcement of polymer composites using glass and carbon fibers, and its comparison with regular reinforced concrete beams. Steel-reinforced concrete, polymeric composite, and hybrid beams (steel-reinforced concrete and polymeric composite combined) were submitted to the four-points bending test. Experimental and calculated results for the dimensioning of the beams were compared, allowing the validation of the calculation method and its implementation. It was possible to notice both the efficiency of the composite material applied as reinforcement, as well as the efficiency of the calculation models applied in this work.-
Descrição: dc.descriptionUniversidade Estadual Paulista Departamento de Engenharia Civil, SP-
Descrição: dc.descriptionUniversidade Estadual Paulista Departamento de Materiais e Tecnologia, SP-
Descrição: dc.descriptionUniversidade Estadual Paulista Departamento de Engenharia Civil, SP-
Descrição: dc.descriptionUniversidade Estadual Paulista Departamento de Materiais e Tecnologia, SP-
Idioma: dc.languageen-
Relação: dc.relationMaterials Research-
???dc.source???: dc.sourceScopus-
Palavras-chave: dc.subjectCarbon fiber/epoxy laminate-
Palavras-chave: dc.subjectGlass fiber/epoxy laminate-
Palavras-chave: dc.subjectPolymer composite-
Palavras-chave: dc.subjectSteel reinforced concrete-
Palavras-chave: dc.subjectStructural reinforcement-
Título: dc.titleFlexural performance of concrete beams reinforced with epoxy resin/glass and carbon fibers composites-
Tipo de arquivo: dc.typelivro digital-
Aparece nas coleções:Repositório Institucional - Unesp

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