Please use this identifier to cite or link to this item: http://repositorio.unicamp.br/jspui/handle/REPOSIP/319946
Type: Artigo de Periódico
Title: Strength And Stiffness Of Cold-formed Steel Purlins With Sleeved And Overlapped Bolted Connections
Author: Neto
AHF; Vieira
LCM; Malite
M
Abstract: This paper aims to analyze the strength and stiffness of semi-continuous cold-formed steel purlins subjected to flexure. A series of nine cold-formed steel Z sections with sleeved and overlapped bolted connections were tested in bending. Results show that strength is often limited by a plastic mechanism failure, which reduces the web rigidity and induces an early development of local buckling in the compressed flange. In addition to the experiments, this paper presents a numerical and analytical study of the strength and stiffness of semi-continuous purlins, as well as, an analytical method to predict vertical displacement. (C) 2016 Elsevier Ltd. All rights reserved.
Subject: Thin-walled Member
Cold-formed Steel Purlin
Overllaped Connection
Sleeved Connection
Editor: ELSEVIER SCI LTD
Rights: fechado
Identifier DOI: 10.1016/j.tws.2016.02.017
Address: http://www-sciencedirect-com.ez88.periodicos.capes.gov.br/science/article/pii/S0263823116300507
Date Issue: 2016
Appears in Collections:Unicamp - Artigos e Outros Documentos

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