Experimental and numerical studies of fixed-ended cold-formed stainless steel equal-leg angle section columns
The flexural-torsional buckling behaviour of fixed-ended cold-formed stainless steel equal-leg angle section columns was experimentally and numerically investigated in this paper. The testing programme was conducted on two press-braked austenitic stainless steel equal-leg angle sections, and involve...
Main Authors: | Zhang, Lulu, Tan, Kang Hai, Zhao, Ou |
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Other Authors: | School of Civil and Environmental Engineering |
Format: | Journal Article |
Language: | English |
Published: |
2021
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Subjects: | |
Online Access: | https://hdl.handle.net/10356/152803 |
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