Local–flexural interactive buckling behaviour and design of press-braked stainless steel slender Z-section columns

• المؤلفون الرئيسيون: Li, Shuai, Jiang, Ke, Zhao, Ou
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2024
• الموضوعات: Engineering::Civil engineering; Austenitic Stainless Steel; Design Analysis
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/173260
• المؤسسة: Nanyang Technological University

The present paper reports an experimental and numerical study on the local–flexural interactive buckling behaviour and resistances of press-braked stainless steel slender Z-section columns. A testing programme adopted two press-braked stainless steel slender Z-sections and included material testing,...