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Published in 2019 at "Thin-Walled Structures"
DOI: 10.1016/j.tws.2018.12.010
Abstract: Abstract This paper describes a numerical investigation into distortional-global buckling interaction of cold-formed steel perforated rack uprights when subject to axial compression. The numerical modelling strategy is carefully validated against existing experimental data. The strengths…
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Keywords:
rack uprights;
perforated rack;
distortional global;
global buckling ... See more keywords