Cold-formed steel channel sections with web stiffeners subjected to local and distortional buckling - Part I: Tests and finite element analysis

Keyphrases

• Finite Element Analysis 100%
• Local Buckling 100%
• Failure Mode 100%
• Distortional Buckling 100%
• Channel Section 100%
• Test Elements 100%
• Web Stiffeners 100%
• Cold-formed Steel Channel Sections 100%
• High Strength 66%
• Moment Capacity 66%
• Tensile Coupon Tests 33%
• Four-point Bending 33%
• Material Properties 33%
• Major Axis 33%
• Flexural Strength 33%
• Structural Steel 33%
• Zinc 33%
• Finite Element Model 33%
• Ultimate Load 33%
• Beam Test 33%
• Steel Sheet 33%
• Nonlinear Finite Element Method 33%
• Stiffener 33%
• Three-point Bending 33%
• Cold-formed Steel Structures 33%
• Lipped Channel Sections 33%
• Simply Supported Beam 33%
• Test Beam 33%
• Strength Failure 33%
• Proof Stress 33%
• Plain Channel 33%
• Moment-curvature Curve 33%
• Braking 33%

Engineering

• Formed Steel 100%
• Distortional Buckling 100%
• Channel Section 100%
• Finite Element Analysis 100%
• Failure Mode 60%
• Point Bending 40%
• Moment Capacity 40%
• Test Beam 40%
• Finite Element Modeling 40%
• Experimental Investigation 20%
• Local Buckling 20%
• Test Result 20%
• Structural Steel 20%
• Tensiles 20%
• Test Coupon 20%
• Lipped Channel 20%
• Simply Supported Beam 20%
• Major Axis 20%
• Bending Strength 20%