Behavior of Cold-Formed High Strength Stainless Steel Sections

By B. Young, W. Lui. 2005

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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].”
Methods of measuring residual stresses in components (2012, methodology): “It has been used extensively to analyze residual stresses in structural carbon steel, aluminum and stainless steel sections [49 – 51].”
Residual stress distributions in welded stainless steel sections (2014, unknown): “Young and Lui [11] presented measurements in two cold-formed RHS by means of the sectioning method, whereas Jandera and Gardner [12] examined residual stresses in cold-rolled stainless steel box sections by X-ray diffraction.”
The continuous strength method for structural stainless steel design (2013, background): “(17) and (18) for major axis and minor axis bending, respectively, where Wpl is the plastic section modulus, Wel is the elastic section modulus and α is 2.0 for SHS/RHS and 1.2 for I-sections.”
Residual stress analysis of structural stainless steel sections (2008, methodology): “This method has been used extensively to analyse residual stresses in structural carbon steel [16], aluminium [17] and stainless steel [18, 19] sections and is adopted in this study.”