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

• المؤلفون الرئيسيون: Wang, Fangying, Liang, Yating, Zhao, Ou, Young, Ben
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2022
• الموضوعات: Engineering::Civil engineering; Design Codes; Flexural Buckling Behaviour
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/154769

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...