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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Hlavní autor: Toh, Jun Wei
Další autoři: Zhao Ou
Médium: Final Year Project (FYP)
Jazyk:English
Vydáno: Nanyang Technological University 2020
Témata:
On-line přístup:https://hdl.handle.net/10356/136644