Pin-ended press-braked S960 ultra-high strength steel angle section columns : testing, numerical modelling and design

• Main Authors: Wang, Fangying, Liang, Yating, Zhao, Ou, Young, Ben
• Other Authors: School of Civil and Environmental Engineering
• Format: Article
• Language: English
• Published: 2022
• Subjects: Engineering::Civil engineering; Design Codes; Flexural Buckling Behaviour
• Online Access: https://hdl.handle.net/10356/154769
• Institution: Nanyang Technological University

The structural performance and compression resistances of pin-ended press-braked S960 ultra-high strength steel (UHSS) angle section columns have been studied based on experiments and numerical modelling, and are reported in the present paper. An experimental programme was firstly performed on two s...