Analytical model for circular high strength concrete filled steel tubes under compression

Keyphrases

• Analytical Model 100%
• High Strength Concrete 100%
• Concrete-filled Steel Tube 100%
• Biaxial Strain 57%
• Concrete Core 57%
• Confining Pressure 42%
• Strain Model 42%
• Normal Strength Concrete 28%
• Steel Tube 28%
• Load Capacity 14%
• Reduction Factor 14%
• Circular Section 14%
• Lateral Strain 14%
• Interaction Behavior 14%
• Assessment Results 14%
• Confined Concrete 14%
• Concrete Compressive Strength 14%
• Steel-concrete 14%
• Confinement Effect 14%
• Circular Concrete-filled Steel Tube 14%
• Strain Relationship 14%
• Lateral Response 14%
• Axial Compressive Strength 14%
• Lateral Behavior 14%
• Capacity Load 14%
• Load Duration Curve 14%

Engineering

• Strength Concrete 100%
• Concrete Filled Steel Tube 100%
• Analytical Model 100%
• Concrete Core 50%
• Axial Strain 50%
• Strain Model 37%
• Confining Pressure 37%
• Steel Tube 25%
• Compression Strength 25%
• Compressive Strength 25%
• Experimental Observation 12%
• Confined Concrete 12%
• Strain Relationship 12%
• Reduction Factor 12%
• Lateral Strain 12%
• Interaction Behavior 12%
• Load Shortening Curve 12%
• Bearing Capacity 12%