CFS lipped channel columns affected by L-D-G interaction. Part I: Experimental investigation

Keyphrases

• Yield Stress 100%
• Cold-formed Steel 100%
• Ultimate Strength 100%
• Cross-section Dimensions 100%
• Deformed Configuration 100%
• Lipped Channel Columns 100%
• Tensile Coupon Tests 50%
• Structural Behavior 50%
• Numerical Simulation 50%
• Stress-strain Curve 50%
• Buckling Mode 50%
• Critical Buckling Pressure 50%
• Global Buckling 50%
• Applied Load 50%
• Specimen Geometry 50%
• Failure Load 50%
• Design Approach 50%
• Mode Interaction 50%
• Distortional 50%
• Nonlinear Path 50%
• Behavior Strength 50%
• Direct Strength Method 50%
• Initial Displacement 50%
• Collapse Mechanism 50%
• Interaction Failure 50%
• Buckling Mode Interaction 50%
• Configuration Evolution 50%
• Measured Cross Sections 50%
• Triple-mode 50%
• Geometric Imperfection 50%

Engineering

• Experimental Investigation 100%
• Formed Steel 100%
• Buckling Mode 100%
• Length Dimension 100%
• Ultimate Strength 100%
• Lipped Channel 100%
• Deformed Configuration 100%
• Cross Section 100%
• Yield Point 100%
• Experimental Result 50%
• Test Result 50%
• Tensiles 50%
• Test Coupon 50%
• Stress-Strain Curve 50%
• Collapse Mechanism 50%
• Buckling Stress 50%
• Critical Buckling 50%
• Global Buckling 50%
• Applied Load 50%
• Failure Load 50%
• Direct Strength Method 50%
• Distortional 50%
• Interactive Failure 50%
• Structural Behavior 50%
• Specimen Geometry 50%