Experimental and numerical investigations of pin-ended hot-rolled stainless steel angle section columns failing by flexural buckling

• المؤلفون الرئيسيون: Zhang, Lulu, Liang, Yating, Zhao, Ou
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2022
• الموضوعات: Engineering::Civil engineering; Design Codes; Flexural Buckling
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/155134

A thorough testing and numerical modelling programme has been conducted to investigate the flexural buckling behaviour and strengths of pin-ended hot-rolled stainless steel angle section columns. The testing programme adopted three hot-rolled stainless steel equal-leg angle sections, and included 12...