Modelagem numérica de piso misto de aço e concreto de pequena altura: ênfase à ligação viga-pilar

Detalhes bibliográficos
Ano de defesa: 2018
Autor(a) principal: Kochem, Raimundo Fagner de Freitas
Orientador(a): Nardin, Silvana de lattes
Banca de defesa: Não Informado pela instituição
Tipo de documento: Dissertação
Tipo de acesso: Acesso aberto
Idioma: por
Instituição de defesa: Universidade Federal de São Carlos
Câmpus São Carlos
Programa de Pós-Graduação: Programa de Pós-Graduação em Engenharia Civil - PPGECiv
Departamento: Não Informado pela instituição
País: Não Informado pela instituição
Palavras-chave em Português:
Palavras-chave em Inglês:
Área do conhecimento CNPq:
Link de acesso: https://repositorio.ufscar.br/handle/20.500.14289/10413
Resumo: The demand and use of the floor and concrete system has been mainly due to good characteristics and constructive systems that associate steel and concrete. A slim floor composite is defined for the floor system whose beam is supported on the lower flange of the steel profile. In relation to this system, there is a great lack of studies related to the behavior of the composite joint beam-to-column. In view of this, this work sought to develop a numerical model of the composite joint beam-to-column belonging to the slim floor using the software Abaqus®. A composite joint beam-to-column investigated consists of shear steel plate and negative reinforcement of the composite slab. The following method for the development of the numerical model for its validation, including an extensive study on the effect of the constitutive models of the materials composing a composite joint as well as the steel-concrete interface. The numerical model presented a good correlation with the physical model, being validated through the relation Moment vs Rotation with experimental results available in the literature. The influence of the reinforcing ratio of the concrete slab was evaluated and the values of moment resistance and initial stiffness showed to be dependent of these parameters.