Strength of cold-formed box columns with coupled local and global buckling

Keyphrases

• Cold-formed 100%
• Global Buckling 100%
• Box-column 100%
• Local Buckling 100%
• Strength Determination 50%
• Initial Imperfection 50%
• Cold-formed Circular Hollow Sections 50%
• University of Sydney 50%
• Residual Stress 50%
• Nonlinear Finite Element 50%
• Design Curves 50%
• Plate Element 50%

Engineering

• Global Buckling 100%
• Slenderness 100%
• Loading Condition 50%
• Local Buckling 50%
• Parametric Study 50%
• Initial Imperfection 50%
• Linear Finite Element 50%
• Plate Element 50%
• Formed Hollow Section 50%
• Conducted Experiment 50%
• Residual Stress 50%
• Finite Element Analysis 50%
• Boundary Condition 50%