Experimental investigation on cold-formed steel stiffened lipped channel columns undergoing local-distortional interaction

Keyphrases

• Failure Load 100%
• Cold-formed Steel 100%
• Distortional 100%
• Stiffened Lipped Channels 100%
• Interaction Failure 100%
• Local-distortional Interaction 100%
• Lipped Channel Columns 100%
• University of Hong Kong 50%
• Design Procedure 50%
• Tensile Coupon Tests 50%
• Material Properties 50%
• Bifurcation 50%
• Structural Steel 50%
• Load-displacement 50%
• High Strength 50%
• Zinc 50%
• Buckling Load 50%
• Local Buckling 50%
• Initial Geometrical Imperfection 50%
• Failure Mode 50%
• Equilibrium Path 50%
• Steel Sheet 50%
• Design Approach 50%
• Codification 50%
• Steel Web 50%
• Ultimate Strength 50%
• Load Ratio 50%
• G450 50%
• L-mode 50%
• D-mode 50%
• Slender Columns 50%
• Behavior Strength 50%
• Deformed Configuration 50%
• Fixed-ended Columns 50%
• Column Geometry 50%
• University of Lisbon 50%
• Braking 50%
• Local-distortional (L-D) Interaction 50%
• Load Data 50%

Engineering

• Experimental Investigation 100%
• Lipped Channel 100%
• Distortional 100%
• Cold-Formed Steel 100%
• Failure Load 50%
• Interactive Failure 50%
• Experimental Result 25%
• Local Buckling 25%
• Design Procedure 25%
• Structural Steel 25%
• Tensiles 25%
• Test Coupon 25%
• Buckling Load 25%
• Ultimate Strength 25%
• Tested Specimen 25%
• Load Ratio 25%
• Deformed Configuration 25%
• Failure Mode 25%