Structural behavior of reinforced concrete beams strengthened with bamboo splints

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Autor(es): dc.contributorInst Fed Educ Ciencia & Tecnol Sao Paulo-
Autor(es): dc.contributorUniversidade Estadual Paulista (Unesp)-
Autor(es): dc.creatorTsutsumoto, Nayra Yumi-
Autor(es): dc.creatorFazzan, Joao Victor-
Autor(es): dc.creatorPinheiro Melges, Jose Luiz [UNESP]-
Autor(es): dc.creatorFioriti, Cesar Fabiano [UNESP]-
Autor(es): dc.creatorTashima, Mauro Mitsuuchi [UNESP]-
Autor(es): dc.creatorAkasaki, Jorge Luis [UNESP]-
Data de aceite: dc.date.accessioned2022-02-22T00:11:51Z-
Data de disponibilização: dc.date.available2022-02-22T00:11:51Z-
Data de envio: dc.date.issued2020-12-09-
Data de envio: dc.date.issued2020-12-09-
Data de envio: dc.date.issued2019-01-01-
Fonte completa do material: dc.identifierhttp://dx.doi.org/10.4025/actascitechnol.v41i1.36989-
Fonte completa do material: dc.identifierhttp://hdl.handle.net/11449/197315-
Fonte: dc.identifier.urihttp://educapes.capes.gov.br/handle/11449/197315-
Descrição: dc.descriptionThe aim of this paper is to evaluate through bending tests the structural behavior of reinforced concrete beams additionally reinforced with bamboo splints coated with rubber latex. The bamboo splints are prepared from the stems of the Bambusa vulgaris species and are reinforced in the nodal regions. To examine the strength of adhesion between the bamboo splint and concrete, pull out tests are performed for the specimens. The results of the pullout tests of the test samples show the strengthening of the nodes leading to an increase in the normal tension and rupture of the splint instead of its slip. According to the results of the bending beams, the presence of bamboo splints increases their load capacity when compared with the reference beams. This fact indicates a reduction in the amount of steel required as the structural element. Strengthening the nodes of the bamboo splints provides better performance in terms of deflection and also leads to a slight increase in the beams load capacity. It is worth mentioning that the beams additionally reinforced with bamboo splints reinforced in the nodal region present the same cracking pattern as that of reference beams.-
Descrição: dc.descriptionInst Fed Educ Ciencia & Tecnol Sao Paulo, Ilha Solteira, SP, Brazil-
Descrição: dc.descriptionUniv Estadual Paulista, Fac Engn, Ilha Solteira, SP, Brazil-
Descrição: dc.descriptionUniv Estadual Paulista, Fac Ciencias & Tecnol, Rua Roberto Simonsen 305, BR-19060900 Presidente Prudente, SP, Brazil-
Descrição: dc.descriptionUniv Estadual Paulista, Fac Engn, Ilha Solteira, SP, Brazil-
Descrição: dc.descriptionUniv Estadual Paulista, Fac Ciencias & Tecnol, Rua Roberto Simonsen 305, BR-19060900 Presidente Prudente, SP, Brazil-
Formato: dc.format11-
Idioma: dc.languageen-
Publicador: dc.publisherUniv Estadual Maringa, Pro-reitoria Pesquisa Pos-graduacao-
Relação: dc.relationActa Scientiarum-technology-
???dc.source???: dc.sourceWeb of Science-
Palavras-chave: dc.subjectconcrete beam-
Palavras-chave: dc.subjectreinforcement with bamboo-
Palavras-chave: dc.subjectstructural analysis-
Palavras-chave: dc.subjectalternative material-
Título: dc.titleStructural behavior of reinforced concrete beams strengthened with bamboo splints-
Tipo de arquivo: dc.typelivro digital-
Aparece nas coleções:Repositório Institucional - Unesp

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