The continuous strength method for the design of mono-symmetric and asymmetric stainless steel cross-sections in bending

• Main Authors: Zhao, Ou, Gardner, Leroy
• Other Authors: School of Civil and Environmental Engineering
• Format: Article
• Language: English
• Published: 2020
• Subjects: Engineering::Civil engineering; Stainless Steel; Steel Cross-sections
• Online Access: https://hdl.handle.net/10356/140982
• Institution: Nanyang Technological University

The current codified treatment of local buckling in stainless steel cross-sections is based on the traditional cross-section classification framework and a simplified elastic, perfectly-plastic material model, providing consistency with the corresponding carbon steel design rules. However, the cross...