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|Type:||Artigo de Periódico|
|Title:||Strength And Stiffness Of Cold-formed Steel Purlins With Sleeved And Overlapped Bolted Connections|
|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.|
Cold-formed Steel Purlin
|Editor:||ELSEVIER SCI LTD|
|Appears in Collections:||Unicamp - Artigos e Outros Documentos|
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