Global buckling and residual capacities of circular recycled aggregate concrete-filled stainless steel tube (RACFSST) columns after exposure to fire

• المؤلفون الرئيسيون: Wang, Ziyi, Zhong, Yukai, Liang, Yating, Zhao, Ou
• مؤلفون آخرون: School of Civil and Environmental Engineering
• التنسيق: مقال
• اللغة: English
• منشور في: 2025
• الموضوعات: Engineering; Circular recycled aggregate concrete-filled stainless steel tube columns; Design analyses
• الوصول للمادة أونلاين: https://hdl.handle.net/10356/182496

The post-fire flexural buckling behaviour and capacities of circular recycled aggregate concrete-filled stainless steel tube (RACFSST) columns are studied in this paper, underpinned by testing and numerical modelling. A testing programme was firstly conducted on twelve column specimens designed with...