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Metadados | Descrição | Idioma |
---|---|---|
Autor(es): dc.contributor | Universidade Estadual Paulista (Unesp) | - |
Autor(es): dc.contributor | Universidade Federal de São Carlos (UFSCar) | - |
Autor(es): dc.contributor | Universidade de São Paulo (USP) | - |
Autor(es): dc.creator | Molina, Julio Cesar [UNESP] | - |
Autor(es): dc.creator | Barros Oliveira, Carolina Aparecida [UNESP] | - |
Autor(es): dc.creator | Christoforo, André Luís | - |
Autor(es): dc.creator | Bôas, Daniel Villas [UNESP] | - |
Autor(es): dc.creator | Junior, Carlito Calil | - |
Data de aceite: dc.date.accessioned | 2022-02-22T00:48:30Z | - |
Data de disponibilização: dc.date.available | 2022-02-22T00:48:30Z | - |
Data de envio: dc.date.issued | 2021-06-25 | - |
Data de envio: dc.date.issued | 2021-06-25 | - |
Data de envio: dc.date.issued | 2020-11-30 | - |
Fonte completa do material: dc.identifier | http://dx.doi.org/10.1680/jstbu.19.00058 | - |
Fonte completa do material: dc.identifier | http://hdl.handle.net/11449/206877 | - |
Fonte: dc.identifier.uri | http://educapes.capes.gov.br/handle/11449/206877 | - |
Descrição: dc.description | Ensuring the quality of the connector used in wood-concrete composite systems is a critical factor affecting the performance of the system. The main objective of this research was to study the strength and stiffness of wood-concrete composite specimens with two types of rebar dowel connectors: fixed to the wood (solid timber) using epoxy adhesive and by pre-drilling on smaller diameter holes in the wood (without the use of adhesive). In the composition of the test specimens, rebar dowels of 12·7 mm dia. were used. The strength and stiffness of the connectors were determined by double shear tests, performed on composite specimens. Statistical analysis was used to compare the results obtained and regression models were proposed for estimating the stiffness parameters of the connections. The connectors glued with epoxy adhesive provided better strength and stiffness for the composite specimens when compared to the connectors fixed to the wood by pre-drilling. The differences between the strength and stiffness of the connection systems analysed were statistically significant. The regression models proposed presented a good approximation for the estimation of the Kser and Ku slip moduli of the composite specimens analysed. | - |
Descrição: dc.description | School of Timber Industrial Engineering University of São Paulo State-UNESP | - |
Descrição: dc.description | Department of Mechanical Engineering-FEG University of São Paulo State-UNESP | - |
Descrição: dc.description | Department of Civil Engineering Federal University of São Carlos-UFSCar | - |
Descrição: dc.description | Department of Structural Engineering-EESC University of São Paulo-USP | - |
Descrição: dc.description | School of Timber Industrial Engineering University of São Paulo State-UNESP | - |
Descrição: dc.description | Department of Mechanical Engineering-FEG University of São Paulo State-UNESP | - |
Formato: dc.format | 904-913 | - |
Idioma: dc.language | en | - |
Relação: dc.relation | Proceedings of the Institution of Civil Engineers: Structures and Buildings | - |
???dc.source???: dc.source | Scopus | - |
Palavras-chave: dc.subject | statistical analysis/strength | - |
Palavras-chave: dc.subject | testing of materials/timber structures | - |
Título: dc.title | Influence of the bonding of rebar dowel with adhesive on wood-concrete composite specimens | - |
Tipo de arquivo: dc.type | livro digital | - |
Aparece nas coleções: | Repositório Institucional - Unesp |
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