Post-fire mechanical properties and buckling strength of cold-formed steel hollow section columns

Keyphrases

• Cooling Method 100%
• Design Equation 100%
• Coupons 100%
• Heating Process 100%
• Buckling Strength 100%
• Axially Loaded 100%
• Cold-formed Steel 100%
• Hollow Columns 100%
• Hollow Steel Sections 100%
• Mechanical Buckling 100%
• Stub Column Tests 100%
• Post-fire Mechanical Properties 100%
• Tensile Test Specimens 66%
• Eurocode Design 66%
• Flexural Buckling Strength 66%
• Square Hollow Section Column 66%
• Local Buckling Strength 66%
• Mechanical Properties 33%
• Tensile Test 33%
• Ambient Temperature 33%
• Yield Strength 33%
• Calculation Results 33%
• Sectional Shape 33%
• Steel Column 33%
• Eurocode 33%
• Air Cooling 33%
• Process Air 33%
• Yield Tensile Strength 33%

Engineering

• Buckling Strength 100%
• Formed Steel 100%
• Hollow Section 100%
• Tensile Test 75%
• Design Equation 75%
• Eurocodes 75%
• Test Column 75%
• Test Specimen 50%
• Local Buckling 50%
• Square Hollow Section 50%
• Test Result 25%
• Sectional Shape 25%
• Tensile Yield Strength 25%
• Process Air 25%
• Yield Point 25%