Experimental and numerical studies of press-braked S690 high strength steel channel section beams

• المؤلفون الرئيسيون: Zhang, Lulu, Wang, Fangying, Liang, Yating, Zhao, Ou
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2022
• الموضوعات: Engineering::Civil engineering; Beam Tests; Design Standards
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/155105
• المؤسسة: Nanyang Technological University

The present paper describes an in-depth experimental and numerical investigation into the flexural responses and strengths of press-braked S690 high strength steel channel section beams bent about the minor principal axes in both the ‘u’ and ‘n’ orientations. The experimental study was performed on...