Experimental and numerical study of press-braked S690 high strength steel slender channel section columns prone to local–flexural interactive buckling

• Main Authors: Zhang, Lulu, Zhao, Ou
• Other Authors: School of Civil and Environmental Engineering
• Format: Article
• Language: English
• Published: 2022
• Subjects: Engineering::Civil engineering; Design Codes; Local–Flexural Interactive Buckling
• Online Access: https://hdl.handle.net/10356/161843
• Institution: Nanyang Technological University

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...