Numerical analysis of steel and steel-concrete composite beam-to-column connections with extended end plate

Please use this identifier to cite or link to this item: http://repositorio.unicamp.br/jspui/handle/REPOSIP/346937

Type:	Artigo
Title:	Numerical analysis of steel and steel-concrete composite beam-to-column connections with extended end plate
Author:	Freitas, Vanessa S. de Almeida, Luiz Carlos de Trautwein, Leandro M.
Abstract:	This paper presents a comparative analysis between steel and steel-concrete composite connections with extended end plate. Numerical models were developed using ATENA 3D and calibrated from the results obtained by Figueiredo (2004) – University of São Paulo (USP – São Carlos) - Brazil. A parametric analysis, achieved by varying the diameter for the bolts and the stud bolts, showed that considering the concrete component in the connection increased the joint’s stiffness by 41%. In addition, it showed that among all the parameters analyzed the bolt diameter was the most relevant one, capable of altering the characterization of the connection’s ultimate limit state
Subject:	Análise numérica Concreto
Country:	Alemanha
Editor:	Wilhelm Ernst und Sohn
Rights:	Fechado
Identifier DOI:	10.1002/cepa.1211
Address:	https://onlinelibrary.wiley.com/doi/abs/10.1002/cepa.1211
Date Issue:	2019
Appears in Collections:	FEC - Artigos e Outros Documentos

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