Post-buckling behaviour and strength of cold-formed steel lipped channel columns experiencing distortional/global interaction
- 28 February 2011
- journal article
- Published by Elsevier BV in Computers & Structures
- Vol. 89 (3-4), 422-434
- https://doi.org/10.1016/j.compstruc.2010.11.015
Abstract
No abstract availableKeywords
This publication has 15 references indexed in Scilit:
- Local–global buckling interaction procedures for the design of cold-formed columns: Effective width and direct method integrated approachThin-Walled Structures, 2009
- Compression tests of high strength cold-formed steel channels with buckling interactionJournal of Constructional Steel Research, 2009
- Review: The Direct Strength Method of cold-formed steel member designJournal of Constructional Steel Research, 2008
- FEM-based analysis of the local-plate/distortional mode interaction in cold-formed steel lipped channel columnsComputers & Structures, 2007
- Local-Plate and Distortional Postbuckling Behavior of Cold-Formed Steel Lipped Channel Columns with Intermediate StiffenersJournal of Structural Engineering, 2006
- Compression Tests of High Strength Steel Channel Columns with Interaction between Local and Distortional BucklingJournal of Structural Engineering, 2004
- Recent research advances on ECBL approach.Thin-Walled Structures, 2004
- Laterally Braced Cold-Formed Steel Flexural Members with Edge Stiffened FlangesJournal of Structural Engineering, 1999
- Computational modeling of cold-formed steel: characterizing geometric imperfections and residual stressesJournal of Constructional Steel Research, 1998
- Post-buckling analysis of thin-walled channel sections undergoing local and distortional bucklingComputers & Structures, 1993