[1. Abambres M, Quach W-M. Residual stresses in steel members: a review of available analytical expressions. International Journal of Structural Integrity. Emerald; 2016 Feb;7(1):70-94.10.1108/IJSI-12-2014-0070]Search in Google Scholar
[2. Bielski P, Wysocki O, Czyżewicz J. Failure of cold-formed beam: How does residual stress affect stability? Shell Structures: Theory and Applications. 2017;4:529-32. CRC Press / Balkema.10.1201/9781315166605-122]Search in Google Scholar
[3. Cold-Formed Steel Design Manual, American Iron and Steel Institute, 2013]Search in Google Scholar
[4. Crisfield MA. A fast incremental/iterative solution procedure that handles “snap-through.” Computational Methods in Nonlinear Structural and Solid Mechanics. Elsevier; 1981;55-62.10.1016/B978-0-08-027299-3.50009-1]Search in Google Scholar
[5. Eurocode 3: Design of Steel Structures, Parts 1-1, 1-3 and 1-5, European Comittee for Standarization, 2004.]Search in Google Scholar
[6. Ingvarsson L. Cold-forming residual stresses effect on buckling. University of Missouri-Rolla. 1975.]Search in Google Scholar
[7. Laim L, Rodrigues JPC, Silva LS da. Experimental and numerical analysis on the structural behaviour of coldformed steel beams. Thin-Walled Structures. Elsevier BV; 2013 Nov;72:1-13.10.1016/j.tws.2013.06.008]Search in Google Scholar
[8. Lu Y, Li W, Zhou T, Wu H. Novel local buckling formulae for cold-formed C-section columns considering end condition effect. Thin-Walled Structures. Elsevier BV; 2017 Jul;116:265-76.10.1016/j.tws.2017.02.034]Search in Google Scholar
[9. Niklas K. Strength analysis of a large-size supporting structure for an offshore wind turbine. Polish Maritime Research. 2017 Apr 25;24(s1):156-65.10.1515/pomr-2017-0034]Search in Google Scholar
[10. Olovsson L, Simonsson K, Unosson M. Shear locking reduction in eight-noded tri-linear solid finite elements. Computers & structures. 2006 Feb 1;84(7):476-84.10.1016/j.compstruc.2005.09.014]Search in Google Scholar
[11. Quach WM. Residual stresses in cold-formed steel sections and their effect on column behaviour (Doctoral dissertation, The Hong Kong Polytechnic University). 2005.]Search in Google Scholar
[12. Quach WM, Qiu P. Strength and ductility of corner materials in cold-formed stainless steel sections. Thin- Walled Structures. Elsevier BV; 2014 Oct;83:28-42.10.1016/j.tws.2014.01.020]Search in Google Scholar
[13. Schafer B., Pekoz T. Computational modeling of coldformed steel: characterizing geometric imperfections and residual stresses. Journal of Constructional Steel Research. Elsevier BV; 1998 Sep;47(3):193-210.10.1016/S0143-974X(98)00007-8]Search in Google Scholar
[14. Schafer BW, Pekoz T. Direct strength prediction of coldformed steel members using numerical elastic buckling solutions. 14th International Specialty Conference on Cold- Formed Steel Structures. 1998;69-76.]Search in Google Scholar
[15. Szymczak C, Kujawa M. On local buckling of cold-formed channel members. Thin-Walled Structures. Elsevier BV; 2016 Sep;106:93-101.10.1016/j.tws.2016.04.017]Search in Google Scholar
[16. Winful D, Cashell KA, Afshan S, Barnes AM, Pargeter RJ. Elevated temperature material behaviour of high-strength steel. Proceedings of the Institution of Civil Engineers- Structures and Buildings. Thomas Telford Ltd.; 2017 Nov;170(11):777-87.10.1680/jstbu.16.00213]Search in Google Scholar
[17. Wang J, Afshan S, Schillo N, Theofanous M, Feldmann M, Gardner L. Material properties and compressive local buckling response of high strength steel square and rectangular hollow sections. Engineering Structures. Elsevier BV; 2017 Jan;130:297-315.10.1016/j.engstruct.2016.10.023]Search in Google Scholar
[18. Weng CC, Pekoz T. Residual Stresses in Cold‐Formed Steel Members. Journal of Structural Engineering. American Society of Civil Engineers (ASCE); 1990 Jun;116(6):1611-25.10.1061/(ASCE)0733-9445(1990)116:6(1611)]Search in Google Scholar
[19. Woloszyk K, Kahsin M, Garbatov Y. Numerical assessment of ultimate strength of severe corroded stiffened plates. Engineering Structures. Elsevier BV; 2018 Aug;168:346-54.10.1016/j.engstruct.2018.04.085]Search in Google Scholar
[20. Wong YW. Analysis of wrinkle patterns in prestressed membrane structures. PhD Thesis, University of Cambridge, Department of Engineering, August. 2000 Aug.]Search in Google Scholar
[21. Yu C, Schafer BW. Local Buckling Tests on Cold- Formed Steel Beams. Journal of Structural Engineering. American Society of Civil Engineers (ASCE); 2003 Dec;129(12):1596-606.10.1061/(ASCE)0733-9445(2003)129:12(1596)]Search in Google Scholar
[22. Yu C, Schafer BW. Simulation of cold-formed steel beams in local and distortional buckling with applications to the direct strength method. Journal of Constructional Steel Research. Elsevier BV; 2007 May;63(5):581-90.10.1016/j.jcsr.2006.07.008]Search in Google Scholar