Experimental investigation on cold-formed steel lipped channel beams affected by local-distortional interaction under non-uniform bending

Keyphrases

• Distortional 100%
• Non-uniform Bending 100%
• Direct Strength Method 100%
• Local-distortional Interaction 100%
• Cold-formed Steel Lipped Channel Beams 100%
• University of Hong Kong 50%
• Tensile Coupon Tests 50%
• Material Properties 50%
• Structural Steel 50%
• High Strength 50%
• Zinc 50%
• Local Buckling 50%
• Initial Geometrical Imperfection 50%
• Failure Mode 50%
• Equilibrium Path 50%
• Four-point 50%
• Steel Sheet 50%
• Simply Supported 50%
• Bending Test 50%
• Loading Point 50%
• G450 50%
• Laterally Restrained 50%
• Beam Geometry 50%
• Buckling Moment 50%
• Uniform Bending 50%
• Deformed Configuration 50%
• Bending Moment Diagram 50%
• Interaction Failure 50%
• Strength Curve 50%
• Lipped Channel Beams 50%
• Lipped Channel 50%
• Braking 50%
• Local-distortional (L-D) Interaction 50%

Engineering

• Experimental Investigation 100%
• Formed Steel 100%
• Lipped Channel 100%
• Distortional 100%
• Direct Strength Method 50%
• Local Buckling 25%
• Structural Steel 25%
• Tensiles 25%
• Bending Tests 25%
• Test Coupon 25%
• Applied Moment 25%
• Tested Specimen 25%
• Deformed Configuration 25%
• Loading Point 25%
• Interactive Failure 25%
• Experimental Failure Moment 25%
• Bending Moment Diagram 25%
• Failure Mode 25%