Strength of concrete filled steel box columns incorporating local buckling

By Brian Uy. 2000

299 citations recorded by the source corpus.

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Concrete-filled circular steel tubes subjected to pure bending (2001, methodology): “CFT stub columns were studied by Furlong [7], Gardner and Jacobson [8], Schneider [9], Uy [10] and Bridge and O’Shea [11].”
Tests on concrete filled double-skin (CHS outer and SHS inner) composite short columns under axial compression (2002, background): “CFT stub columns were experimentally studied in a number of investigations, for example, Furlong [4], Gardner and Jacobson [5], Trezona and Warner [6], Schneider [7], Bridge and O’Shea [8] and Uy [ 9 ].”
Performance-based analysis of concrete-filled steel tubular beam–columns, Part I: Theory and algorithms (2009, methodology): “Uy [14, 15] undertook tests on the local and post-local buckling behavior of thin steel plates in welded CFST columns with width-to-thickness ratios ranging from 40 to 100.”
Experimental behaviour of high performance concrete-filled steel tubular columns (2008, background): “In the past, there were a large number of studies carried out on HSS columns filled with normal concrete [1–9].”
Analytical modeling of the standard fire behavior of loaded CFT columns (2009, unknown): “These include: (i) 3D finite elementmodels [11, 12], fiber models of section behavior [13–15], and macro finite element models [16–19].”