Distortional Buckling of Cold-formed Stainless Steel Compression Members

Publication Year:
2000
Usage 171
Downloads 171
Repository URL:
http://scholarsmine.mst.edu/isccss/15iccfss/15iccfss-session11/2
Author(s):
Liang, A.; van den Berg, G. J.; Laubscher, Rudolph
Publisher(s):
University of Missouri--Rolla
Tags:
Structural Engineering
conference paper description
In this paper the critical local buckling strength of cold-formed stainless steel compression members, with special emphasis on the method developed by Lau and Hancock for distortional buckling is discussed. Cold-formed stainless steel channel and I-section members under axial compression in distortional buckling are analysed. A control experiment is carried out for comparing analytical methods with a finite element method and experimental values.