Local buckling and capacities of stainless steel hexagonal hollow sections under axial compression

• المؤلفون الرئيسيون: Zhong, Yukai, Jiang, Ke, Su, Andi, Fu, Jiyang, Liu, Airong, Zhao, Ou
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2024
• الموضوعات: Engineering; Hexagonal hollow sections; Improved design approach
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/180632

This paper presents experimental and numerical investigations into the local buckling behaviour and capacities of stainless steel hexagonal hollow sections. A testing programme, including tensile coupon tests, initial local geometric imperfection measurements and fifteen stub column tests, was first...