Tolerances of imperfections and strength of cold-formed lipped channel column
Author:
Funder
VEGA
Publisher
Elsevier BV
Subject
Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering
Reference18 articles.
1. Finite element modelling of structural stainless steel cross-sections;Ashraf;Thin-Walled Struct.,2006
2. Computational modelling of cold-formed steel;Schafer;Thin-Walled Struct.,2010
3. Computational modeling of cold-formed steel: characterizing geometric imperfections and residual stresses;Schafer;J. Constr. Steel Res.,1998
4. Global imperfections and dimensional variations in cold-formed steel members;Zeinoddini;Int. J. Struct. Stab. Dyn.,2011
5. Coupled instabilities with distortional buckling in cold-formed steel lipped channel columns;Camotim;Thin-Walled Struct.,2011
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. State-of-the-art review on measurement techniques and numerical modeling of geometric imperfections in cold-formed steel members;Journal of Constructional Steel Research;2023-08
2. Influence of boundary conditions and load eccentricity on strength of cold-formed lipped channel columns;Thin-Walled Structures;2018-10
3. Buckling of thin-walled columns accounting for initial geometrical imperfections;International Journal of Non-Linear Mechanics;2017-10
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