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|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|
|Editor:||Wilhelm Ernst und Sohn|
|Appears in Collections:||FEC - Artigos e Outros Documentos|
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