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...

Descrizione completa

Dettagli Bibliografici
Autore principale: Toh, Jun Wei
Altri autori: Zhao Ou
Natura: Final Year Project (FYP)
Lingua:English
Pubblicazione: Nanyang Technological University 2020
Soggetti:
Accesso online:https://hdl.handle.net/10356/136644