Experimental investigation of cold-rolled aluminium alloy 5052 columns subjected to distortional buckling

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Abstract

The behaviour and strength of cold-formed columns are mainly influenced by local, distortional and global buckling or coupled instability phenomena. Distortional buckling may govern the column strengths of open cold-formed sections with intermediate lengths. The objective of this paper is to investigate the distortional mode and ultimate capacity of cold-rolled aluminium channel sections in compression. A total of nine columns with three different cross-sectional geometries were performed at the University of Sydney. These commercially available cross-sections were fabricated by using the cold-rolling process instead of extrusion. The geometric imperfections of channel specimens were measured using a specially designed measuring rig. Tensile coupon tests were also conducted from the flat portions and the corner regions of the cross-sections to determine the material properties. The specimens were tested in axial compression between two fixed ends. The ultimate loads and observed failure modes in the column tests are reported.

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Huynh, L. A. T., Pham, C. H., & Rasmussen, K. J. R. (2020). Experimental investigation of cold-rolled aluminium alloy 5052 columns subjected to distortional buckling. In Lecture Notes in Civil Engineering (Vol. 54, pp. 287–292). Springer. https://doi.org/10.1007/978-981-15-0802-8_43

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