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Stability Study on Perforated Columns in Steel Storage Racks under Axial Compression
Abstract:
Steel storage rack structures have always been the mainly used type of those cold-formed thin-walled steel elements. Recently, it becomes more important to study its stability and bearing capacity. This paper selects a typical type of rack column-channel column and performs lots of analyzing work about overall buckling, local buckling and distortional buckling of perforated columns with different openings by using the finite element method.
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889-895
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Online since:
December 2011
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© 2012 Trans Tech Publications Ltd. All Rights Reserved
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