Strength enhancements induced during cold forming of stainless steel sections
By R. Cruise, L. Gardner. 2008
185 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Mechanical Engineering
View Paper: https://www.semanticscholar.org/paper/bc7dbcccfc7bcfe2211807c8ae43055faa79aa94
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In Civil and Structural Engineering
In Mechanical Engineering
Citations in the corpus
- Cyclic testing and numerical modelling of carbon steel and stainless steel tubular bracing members (2010, background): “The strength enhancement were assumed to extend beyond the corner to a distance equal to the material thickness for the cold-formed carbon steel models [28] and two times the material thickness for the cold-formed stainless steel models [29,30].”
- Stability and design of stainless steel structures – Review and outlook (2019, background): “6 A number of studies [19-23] have been carried out to predict and harness the influence of coldwork on the material properties of stainless steel cross-sections.”
- Comparative experimental study of hot-rolled and cold-formed rectangular hollow sections (2010, background): “4 influence of different production routes on the behaviour of structural carbon steel [16] and structural stainless steel [17-19] members, which tend to display a more pronounced response to cold-work, has also been investigated.”
- Strength enhancements in cold-formed structural sections - Part I: Material testing (2013, methodology): “More recent predictive equations are provided in Cruise and Gardner [13] and Rossi [14], where the”
- Performance of concrete filled stainless steel tubular (CFSST) columns and joints: Summary of recent research (2019, methodology): “For flat and curved coupons, the yield stress demonstrates an obvious decrease only when the temperature T exceeds 500 °C. Similar phenomenon was reported by Ng and Gardner [53] for stainless steel tested in fire.”
- Methods of measuring residual stresses in components (2012, background): “Cruise and Gardner [54] have been carried out an experimental program to quantify the residual stresses in stainless steel sections from three different production routes.”
- The continuous strength method for structural stainless steel design (2013, methodology): “The occurrence of strength enhancements induced during manufacturing of cold-formed sections is well-known and predictive models [29-31] have been developed to determine these strength increases.”
- Strength enhancements in cold-formed structural sections - Part II: Predictive models (2013, methodology): “Although the proposed predictive model for flat faces of cold-rolled sections provided by Cruise and Gardner [4] was calibrated only for stainless steel, it has also been applied herein to carbon steel test data for comparison purposes and the results are shown in Table 3 in brackets.”
- Elevated temperature material properties of stainless steel alloys (2010, background): “Predictive formulae for harnessing strength enhancements due to cold-work during section forming have been developed [19] and incorporated into the UK National Annex [33] to EN 1993-1-4.”
- Testing and numerical modelling of lean duplex stainless steel hollow section columns (2009, background): “This has been verified by experimental observations in the corner regions [29], and this approach has been followed in the present study.”
- Structural response and continuous strength method design of slender stainless steel cross-sections (2017, result): “Measured corner material properties were also assigned to the curved corner portions of the sections, and to the adjacent flat portions extending beyond the corners to a distance equal to two times the cross-section thickness, in accordance with the previous finding [72,73] that both of the aforemen”