Design of SFRC members aided by a multiscale model: Part II – Predicting the behavior of RC-SFRC beams

Registro completo de metadados
MetadadosDescriçãoIdioma
Autor(es): dc.contributorUniversidade de São Paulo (USP)-
Autor(es): dc.contributorUniversidade Estadual Paulista (Unesp)-
Autor(es): dc.creatorTrindade, Yasmin T.-
Autor(es): dc.creatorBitencourt, Luís A.G.-
Autor(es): dc.creatorManzoli, Osvaldo L. [UNESP]-
Data de aceite: dc.date.accessioned2022-02-22T00:24:54Z-
Data de disponibilização: dc.date.available2022-02-22T00:24:54Z-
Data de envio: dc.date.issued2020-12-11-
Data de envio: dc.date.issued2020-12-11-
Data de envio: dc.date.issued2020-06-01-
Fonte completa do material: dc.identifierhttp://dx.doi.org/10.1016/j.compstruct.2020.112079-
Fonte completa do material: dc.identifierhttp://hdl.handle.net/11449/198559-
Fonte: dc.identifier.urihttp://educapes.capes.gov.br/handle/11449/198559-
Descrição: dc.descriptionIn the preceding Part I of this study, an experimental program and numerical analyses using a multiscale model are performed to obtain the post-cracking parameters of steel fiber reinforced concrete (SFRC) through the simulation of three-point bending tests (3-PBT) according to EN 14651. In the present Part II, both numerical and experimental parameters obtained from the 3-PBT are used on the design of beams with combined reinforcement of steel fibers and rebars (RC-SFRC beams) according to fib Model Code 2010 in order to study their influence on the amount of bending and shear reinforcements required. In addition, the RC-SFRC beams designed are numerically simulated using the mesoscale model and the results are compared to the designed ones in terms of crack width, mean crack spacing, deflection and ultimate and service loads. The results demonstrated that computational simulations with an appropriated approach to represent the composite may be an important tool to contribute on the design of SFRC structural members.-
Descrição: dc.descriptionUniversity of São Paulo – USP Department of Structural and Geotechnical Engineering, Av. Prof. Luciano Gualberto, Trav. do Biênio n. 380 – CEP – 05508-010-
Descrição: dc.descriptionSão Paulo State University – UNESP, Av. Eng. Luiz Edmundo C. Coube 14-01 – CEP – 17033-360, Bauru-
Descrição: dc.descriptionSão Paulo State University – UNESP, Av. Eng. Luiz Edmundo C. Coube 14-01 – CEP – 17033-360, Bauru-
Idioma: dc.languageen-
Relação: dc.relationComposite Structures-
???dc.source???: dc.sourceScopus-
Palavras-chave: dc.subjectExperimental tests-
Palavras-chave: dc.subjectfib Model Code-
Palavras-chave: dc.subjectNumerical modeling-
Palavras-chave: dc.subjectPost-cracking behavior-
Palavras-chave: dc.subjectRC-SFRC beams-
Palavras-chave: dc.subjectSFRC-
Título: dc.titleDesign of SFRC members aided by a multiscale model: Part II – Predicting the behavior of RC-SFRC beams-
Tipo de arquivo: dc.typelivro digital-
Aparece nas coleções:Repositório Institucional - Unesp

Não existem arquivos associados a este item.