Design of chord sidewall failure in RHS joints using steel grades up to S960

• المؤلفون الرئيسيون: Lan, Xiaoyi, Wardenier, Jaap, Packer, Jeffrey A.
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2022
• الموضوعات: Engineering::Civil engineering; X Joints; T Joints
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/160109

It is well known that the current design rules adopted by international design codes such as ISO 14346 and design guides, e.g., the CIDECT design guide No. 3, for chord sidewall failure in mild steel rectangular hollow section (RHS) joints under brace axial compression are considerably conservative,...