Effective shaping of cold-formed thin-walled channel beams with double-box flanges in pure bending
Author:
Publisher
Elsevier BV
Subject
Mechanical Engineering,Building and Construction,Civil and Structural Engineering
Reference36 articles.
1. Flexural capacity of hollow flange beams;Avery;Journal of Constructional Steel Research,2000
2. A theoretical and experimental investigation into cold-formed channel sections in bending with the unstiffened flanges in compression;Beale;Computers and Structures,2001
3. Cold-formed steel structures. Review article;Hancock;Journal of Constructional Steel Research,2003
4. Distortional buckling formulae for cold-formed steel C- and Z-section members. Part I—derivation;Silvestre;Thin-Walled Structures,2004
5. Distortional buckling formulae for cold-formed steel C- and Z-section members. Part II—validation and application;Silvestre;Thin-Walled Structures,2004
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1. Finite element modeling of assembling rivet-fastened rectangular hollow flange beams in bending;Journal of Constructional Steel Research;2023-12
2. Buckling and post-buckling behaviour of selected cold-formed C-beams with atypical flanges;Engineering Structures;2021-10
3. A Study on the Effect of Hollow Tubular Flange Sections on the Behavior of Cold-Formed Steel Built-Up Beams;Advances in Civil Engineering;2021-09-27
4. Simplified calculation method for flexural moment capacity of cold-formed steel built-up section beams;Advances in Structural Engineering;2020-06-20
5. Upper-bound estimation of load-carrying capacity of perforated cold-formed thinwalled steel lipped channel columns under compression loading;Eksploatacja i Niezawodnosc - Maintenance and Reliability;2020-06-12
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