Design of stainless steel cross-sections with outstand elements under stress gradients

Keyphrases

• Stainless Steel 100%
• Stress Gradient 100%
• Cesarean Section (C-section) 75%
• Minor Axis Bending 75%
• Austenitic Stainless Steel 50%
• Strength Prediction 50%
• Eurocode 50%
• Steel I-section 50%
• Numerical Model 25%
• Order of Accuracy 25%
• Performance Data 25%
• Material Properties 25%
• Alternative Design 25%
• Design Prediction 25%
• Effective Width 25%
• Duplex Stainless Steel 25%
• Buckling Behavior 25%
• Steel Section 25%
• Ferritic Stainless Steel 25%
• Structural Performance 25%
• Bending Strength 25%
• Design Guidance 25%
• Slenderness Limit 25%
• Cross-section Slenderness 25%
• Continuous Strength Method 25%
• Stainless Steel Grades 25%
• Compression Flange 25%
• Inelasticity 25%
• Slender Section 25%
• Inelastic Buckling 25%
• Steel Tubular Structure 25%
• I-section 25%

Engineering

• Cross Section 100%
• Stainless Steel 100%
• Stress Gradient 100%
• Minor Axis Bending 75%
• Austenitic Stainless Steel 50%
• Eurocodes 50%
• Numerical Study 25%
• Applicability 25%
• Design Method 25%
• Numerical Model 25%
• Bending Strength 25%
• Performance Data 25%
• Duplex Stainless Steel 25%
• Test Data 25%
• Ferritic Stainless Steel 25%
• Parametric Study 25%
• Buckling Behavior 25%
• Structural Performance 25%
• Design Guidance 25%
• Slenderness 25%
• Slenderness Limit 25%
• Effective Width 25%
• Steel Grade 25%
• Compression Flange 25%