Numerical investigation on post–fire resistance of cold–formed Q960 ultra high strength steel channel section stub columns

Keyphrases

• Numerical Investigation 100%
• Channel Section 100%
• Stub Column 100%
• Ultra-high Strength Steel 100%
• Steel Channel 100%
• Q960 100%
• Exposure Temperature 87%
• Design Approach 37%
• Geometric Dimension 37%
• Fire Exposure 25%
• Austenitic Stainless Steel 25%
• Slenderness Limit 25%
• After Fire 25%
• Ultimate Resistance 25%
• Numerical Results 12%
• Numerical Model 12%
• Modeling Methodology 12%
• Room Temperature 12%
• Numerical Analysis 12%
• Numerical Modeling 12%
• Failure Mode 12%
• European Codes 12%
• Modification Methods 12%
• S100 12%
• Numerical Modeling Method 12%
• Q690 Steel 12%
• Exposure to Fire 12%
• Direct Strength Method 12%
• S960 Ultra-high Strength Steel 12%

Engineering

• Channel Section 100%
• High Strength Steels 100%
• Geometric Dimension 37%
• Fire Exposure 25%
• Shortening Curve 25%
• Slenderness Limit 25%
• Austenitic Stainless Steel 25%
• Numerical Modeling 25%
• Experimental Result 12%
• Parametric Study 12%
• Direct Strength Method 12%
• Numerical Model 12%
• Failure Mode 12%
• Room Temperature 12%

Material Science

• High Strength Steels 100%
• Austenitic Stainless Steel 25%