Post-buckling mechanics of a square slender steel plate in pure shear

Keyphrases

• Thin Plate 100%
• Post-buckling 100%
• Buckling Mechanics 100%
• Steel Plate 100%
• Pure Shear 100%
• Shear Post-buckling 100%
• Buckling Capacity 75%
• Design Procedure 50%
• Mechanical Behavior 50%
• Shear Strength 50%
• Ultimate Shear 50%
• Post-buckling Behavior 50%
• Aspect Ratio 25%
• Equation-based 25%
• Finite Element Analysis 25%
• Design Parameters 25%
• Approximate Estimation 25%
• Compressive Stress 25%
• Plate Girder 25%
• Principal Stress Direction 25%
• Bending Shear 25%
• Principal Stress 25%
• Shear Load 25%
• Post-buckling Deformation 25%
• Von Mises Stress 25%
• Design Equation 25%
• Plastic Strain 25%
• Slender Web 25%
• Post-buckling Strength 25%
• Semi-empirical Equation 25%
• Membrane Stress 25%
• Elastic Buckling Load 25%
• Load-deformation Behavior 25%
• Slenderness Ratio 25%
• Plate Finite Element 25%
• Simply Supported Plate 25%
• Deformation Performance 25%
• Elastic Buckling 25%
• Design Assumptions 25%
• Load Parameters 25%

Engineering

• Thin Plate 100%
• Steel Plate 100%
• Pure Shear 100%
• Buckling Capacity 75%
• Design Procedure 50%
• Buckling Behavior 50%
• Finite Element Analysis 50%
• Aspect Ratio 50%
• Shear Strength 50%
• Mechanical Property 50%
• Beams and Girders 25%
• Test Data 25%
• Compressive Stress 25%
• Design Parameter 25%
• Buckling Load 25%
• Buckling Strength 25%
• Plastic Strain 25%
• Design Equation 25%
• Simply Supported Plate 25%
• Loading Parameter 25%