Effect of using slender flanges on EN 1993-1-5 design model of mono-symmetric S460 corrugated web bridge girders

Keyphrases

• Design Model 100%
• Corrugated Web 100%
• Bridge Girder 100%
• Monosymmetric 100%
• Slender Flange 100%
• S460 100%
• Compression Flange 80%
• Lateral-torsional Buckling 60%
• Girder 60%
• Corrugated Web Girder 60%
• Local Buckling 40%
• Bending Moment 40%
• Design Engineers 20%
• Flexural Strength 20%
• Buckling Behavior 20%
• ABAQUS Software 20%
• Virtual Test 20%
• Eurocode 20%
• Out-of-plane Stiffness 20%
• Flexural Behavior 20%
• Buckling Resistance 20%
• Simply Supported Girder 20%
• Effective Flange 20%
• Critical Failure Mode 20%

Engineering

• Design Model 100%
• Bridge Girder 100%
• Beams and Girders 80%
• Compression Flange 80%
• Lateral-Torsional Buckling 60%
• Corrugated Web Girder 60%
• Bending Moment 40%
• Local Buckling 40%
• Cross Section 20%
• Bending Strength 20%
• Design Engineer 20%
• Parametric Study 20%
• Buckling Behavior 20%
• Eurocodes 20%
• Critical Failure Mode 20%
• Flexural Behavior 20%
• Plane Stiffness 20%