COMPUTATIONAL MODELING OF COLD-FORMED STEEL

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Simulation of geometric imperfections in cold-formed steel members using spectral representation approach (2012, background): “…of the members as the magnitude and the local and distortional buckling mode shapes as the distributionof these imperfections [Schafer and Pekoz 1998, Chou et al. 2000, Gardner and Nethercot 2004, Camotim et al. 2005, Ashraf et al. 2007, Dinis et al. 2007, Moen et al. 2010, Pham and Hancock 2010].”
Cold‐formed steel structures around the world (2011, background): “3 it must be recognized that CFS members have significant sensitivity to geometric imperfections, residual stresses and strains, and modelling parameters [28].”
Cross-section stability of lean duplex stainless steel welded I-sections (2013, background): “A number of studies have involved the examination of residual stresses in cold-formed stainless steel sections [29-34] whilst fewer have addressed welded stainless steel sections [35, 36].”