Design and behaviour of concrete-filled cold-formed stainless steel tube columns

Keyphrases

• Cold-formed Steel 100%
• Concrete-filled 100%
• Stainless Steel Tube 100%
• Steel Tube Column 100%
• New Zealand 66%
• Finite Element Analysis 66%
• Design Strength 66%
• Design Equation 33%
• Plate Thickness 33%
• Concrete Cylinders 33%
• Finite Element Model 33%
• Rectangular Hollow Section 33%
• Cold-formed 33%
• Axially Loaded 33%
• Nonlinear Finite Element Method 33%
• Concrete Strength 33%
• Concrete-filled Steel Tube 33%
• Confined Concrete 33%
• Modified Equation 33%
• Cross-sectional Geometry 33%
• Nonlinear Material Models 33%
• Square Hollow Section 33%
• Flat Portions 33%
• High-strength Stainless Steel 33%
• Column Strength 33%
• Length-to-depth Ratio 33%
• Slender Section 33%
• Compact Section 33%

Engineering

• Steel Tube 100%
• Stainless Steel 100%
• Design Strength 50%
• Finite Element Modeling 50%
• Finite Element Analysis 50%
• Experimental Result 25%
• Confined Concrete 25%
• Design Equation 25%
• Material Model 25%
• Parametric Study 25%
• Plate Thickness 25%
• Depth Ratio 25%
• Concrete Strength 25%
• Column Strength 25%
• Rectangular Hollow Section 25%
• Square Hollow Section 25%
• Cross Section 25%