Testing and numerical modelling of S960 ultra-high strength steel angle and channel section stub columns
An extensive experimental and numerical study of the cross-sectional compressive responses and resistances of press-braked S960 Ultra-High Strength Steel (UHSS) angle and channel section stub columns is reported in this paper. The experimental analysis was conducted on four equalleg angle sections a...
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| Natura: | Final Year Project (FYP) |
| Lingua: | English |
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Nanyang Technological University
2020
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| Accesso online: | https://hdl.handle.net/10356/136644 |