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

Engineering

• Accuracy 50%
• Boundary Condition 50%
• Columns (Structural) 100%
• Conducted Experiment 50%
• Design 50%
• Experiments 50%
• Formed Hollow Section 50%
• Global Buckling 50%
• Initial Imperfection 50%
• Linear Finite Element 50%
• Loading Condition 50%
• Local Buckling 50%
• Parametric Study 50%
• Plate Element 50%
• Residual Stress 50%
• Slenderness 100%