Effect of concrete infill on local buckling capacity of circular tubes
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DOI: 10.1016/j.jcsr.2019.105899
Abstract: Abstract For circular steel sections, axial slenderness limits are typically defined in terms of the diameter-to-thickness ratio and indicate whether the member will first yield or locally buckle under axial compression. The common opinion is… read more here.
Keywords: circular sections; circular tubes; concrete infill; local buckling ... See more keywords