Experimental and numerical study of press-braked S690 high strength steel slender channel section columns prone to local–flexural interactive buckling
This paper reports an experimental and numerical investigation into the local–flexural interactive buckling behaviour and resistance of press-braked S690 high strength steel slender channel section columns. An experimental programme was firstly conducted and included initial geometric imperfection m...
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| Main Authors: | , |
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| Other Authors: | |
| Format: | Article |
| Language: | English |
| Published: |
2022
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| Subjects: | |
| Online Access: | https://hdl.handle.net/10356/161843 |
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| Institution: | Nanyang Technological University |
| Language: | English |