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This paper presents numerical and analytical investigations of thin‐walled steel C‐section members subjected to both local and global buckling. The results presented here are based on experimental tests which are dealt with in a previous publication [1]. Numerical calculations using the finite element method are performed to recalculate test results from stub column tests with local buckling and long...
This paper presents experimental investigations on thin‐walled steel members with C‐cross sections subjected to both local and global buckling failure. Different cross sections, buckling length and steel grades have been investigated for welded and cold‐formed sections. Experimental tests on stub columns with only local buckling failure and on longer columns with combined local and global buckling...
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