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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 |
Files in This Item:
File | Description | Size | Format | |
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101002cepa1211.pdf | 1.37 MB | Adobe PDF | View/Open |
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