Conector de cisalhamento tipo pino com cabeça para viga mista aço-concreto com laje alveolar
Carregando...
Data
2014-08-27
Autores
Título da Revista
ISSN da Revista
Título de Volume
Editor
Universidade Federal de Goiás
Resumo
Composite beams of steel and concrete are studied for some time. The mechanism of transfer
of longitudinal shear stresses on the interface between the beam and the slab usually occurs by
means of shear connectors. In this case, the set of two materials behavior depends on the
strength and rigidity of the connector on the interface, being well known for connectors with
pin-type head associated with massive concrete slab. However, there is little information on
shear connectors with pin-type head associated with hollowcore slab concrete. This study
aims to determine, by means of direct shear tests, the resistance of connectors with pin-type
head when associated with cellular slab and precast concrete presence of cover concrete.
Hollow core slabs are analyzed with two different heights and concrete cover of 40 mm in
thickness. Is also varied the strength of concrete fill and rate of shear reinforcement at the
link. The results are compared with normative prescriptions and suggestions for other jobs. At
the end, we propose the modification of an expression commonly used to evaluate the
resistance of stud bolt and alveolar slab so as to adapt it to the situation of cellular concrete
slab with hood.
Descrição
Citação
SALES, M. W. R. Conector de cisalhamento tipo pino com cabeça para viga mista aço-concreto com laje alveolar. 2014. 113 f. Dissertação (Mestrado em Geotecnia, Estruturas e Construção Civil) - Universidade Federal de Goiás, Goiânia, 2014.