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Local and Distortional Buckling of Axially Loaded Cold Rolled Sigma Profiles

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1. Abaqus Documentation – version 6.13, http://www.abaqus.comSearch in Google Scholar

2. Davies J.M., Jiang C. (1996), Design of thin walled columns for distortional buckling, Proceedings of the Second International Conference on Coupled Instability in Metal Structures CIMS’96, Liege, Belgium.Search in Google Scholar

3. EN 1993-1-3, Eurocode 3 (2006), Design of steel structures – Part 1-3: General rules – Supplementary rules for cold-formed members and sheeting.Search in Google Scholar

4. He Z., Zhou X., Liu Z., Chen M. (2014), Post-buckling behaviour and DSM design of web-stiffened lipped channel columns with distortional and local mode interaction, Thin-Walled Structures, 84, 189–203.10.1016/j.tws.2014.07.001Search in Google Scholar

5. Lau, S.C.W., Hancock, G.J. (1990), Inelastic buckling of channel columns in the distortional mode, Thin – Walled Structures, 10, 59-84.10.1016/0263-8231(90)90005-JSearch in Google Scholar

6. Long-yuan Li (2009), Analyses of distortional buckling of cold-formed sigma purlins using EN 1993-1-3, Journal of Constructional Steel Research, 65, 2099-2102.10.1016/j.jcsr.2009.06.017Search in Google Scholar

7. Long-yuan Li, Jian-kang Ch. (2008), An analytical model for analysing distortional buckling of cold-formed steel sections, Thin – Walled Structures, 46, 1430-1436.10.1016/j.tws.2008.03.005Search in Google Scholar

8. Pala M. (2006) A new formulation for distortional buckling stress in cold-formed steel members, Journal of Constructional Steel Research, 62, 716–722.10.1016/j.jcsr.2005.09.011Search in Google Scholar

9. Pala M., Caglarb N. (2007), A parametric study for distortional buckling stress on cold-formed steel using a neural network, Journal of Constructional Steel Research, 63, 686–691.10.1016/j.jcsr.2006.07.005Search in Google Scholar

10. Schafer B.W. (2000), Distortional buckling of cold-formed steel columns, Final Report of AISI.Search in Google Scholar

11. Schafer B.W. (2008), Review: The Direct Strength Method of cold-formed steel member design, Journal of Constructional Steel Research, 64 766–778.10.1016/j.jcsr.2008.01.022Search in Google Scholar

12. Szymczak C., Werochowski W. (2005), Distortional instability of axially loaded cold-formed elements with stiffened flanges (in Polish), Inżynieria i Budownictwo, R. 61, 2, 85-88.Search in Google Scholar

13. Wang L., Young B. (2014), Design of cold-formed steel channels with stiffened webs subjected to bending, Thin-Walled Structures, 85, 81–92.10.1016/j.tws.2014.08.002Search in Google Scholar

14. Yua C., Schafer B.W. (2007), Simulation of cold-formed steel beams in local and distortional buckling with applications to the direct strength method, Journal of Constructional Steel Research, 63, 581–590.10.1016/j.jcsr.2006.07.008Search in Google Scholar

15. Zhou X., Liu Z., , He Z. (2015), General distortional buckling formulae for both fixed-ended and pinned-ended C-section columns, Thin-Walled Structures, 94, 603–611.10.1016/j.tws.2015.04.032Search in Google Scholar