Experimental study on ultimate strength of bolted L shaped sleeve joints between CFS lipped channel sections
Author:
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference28 articles.
1. Sleeve connections of cold-formed steel sigma purlins;Yang;Eng. Struct.,2012
2. Analysis of cold-formed purlins with slotted sleeve connections;Gutierrez;Thin-Walled Struct.,2011
3. Structural performance on bolted sleeved connections between two CFS channel sections subjected to combined bending and shear;Natesan;Structures,2019
4. Structural performance of modern roofs with thick over-purlin insulation-experimental investigation;Chung;J. Const. Steel Res.,1996
5. Cold-Formed Steel Design;Yu,2010
Cited by 3 articles. 订阅此论文施引文献 订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献
1. Numerical investigation of cold formed steel sleeve connection for channel sections subjected to combined bending and shear;Journal of Constructional Steel Research;2024-06
2. Improved design shear method of the bolted cold-formed steel clip-angle for serviceability;Thin-Walled Structures;2023-12
3. Comparative experimental studies on the web cleat bolted CFS beam-to-column connection;Journal of Constructional Steel Research;2020-07
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