Please use this identifier to cite or link to this item: http://hdl.handle.net/10316/14496
Title: A parametric analisys of composite beams with t-perfobond shear connectors
Authors: Vianna, Juliana da C. 
Andrade, Sebastião A. L. de 
Vellasco, Pedro C. G. da S. 
Neves, Luís F. da C. 
Keywords: Composite Construction; Perfobond and T-Perfobond Shear Connectors; Finite Element Analysis; Structural Behaviour; Composite Beams
Issue Date: 2010
Publisher: Federal University of Rio de Janeiro
State University of Rio de Janeiro
Citation: VIANNA, Juliana da C. [et al.] - A parametric analisys of composite beams with t-perfobond shear connectors. In BATISTA, E.; VELLASCO, P.; LIMA, L. de, ed lit. - SDSS’Rio 2010 International Colloquium on Stability and Ductility of Steel Structures : proceedings. Rio de Janeiro : Federal University; State University, 2010. ISBN 978-85-285-0137-7. Vol. 2, p. 879-886
Serial title, monograph or event: SDSS’Rio 2010 International Colloquium on Stability and Ductility of Steel Structures : proceedings
Volume: 2
Place of publication or event: Rio de Janeiro
Abstract: This paper presents the design and push-out test results of T-Perfobond connectors. The shear connectors were made with two different geometries by varying the connector flange thickness. The TPerfobond connectors presented two web holes and were immersed into 120mm thick concrete slabs. Reinforcing steel bars were used inside the web holes to increase its structural performance. A numerical study was also made to aid the shear connector design aiming to increase its associated deformation capacity. The results indicate that the developed T-Perfobond connector possessed an appropriate structural behaviour and was also able to achieve the Eurocode 4 [1] ductility requirements.
URI: http://hdl.handle.net/10316/14496
ISBN: 978-85-285-0137-7
Rights: openAccess
Appears in Collections:FCTUC Eng.Civil - Artigos e Resumos em Livros de Actas

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