Stress-strain models for ultra-high performance concrete (UHPC) and ultra-high performance fiber-reinforced concrete (UHPFRC) under triaxial compression

Keyphrases

• Uniaxial Compression 100%
• Ultra-high Performance Fiber Reinforced Concrete (UHPFRC) 100%
• Stress-strain Model 100%
• Ultra-high Performance Concrete 100%
• Axial Stress 30%
• Biaxial Strain 30%
• Compressive Behavior 20%
• Hydraulic Pressure 20%
• Triaxial Compressive 20%
• Steel Fiber 10%
• Uniaxial Compressive Strength 10%
• Ductility 10%
• Compressive Strength 10%
• Strain Behavior 10%
• Lateral Strain 10%
• Constitutive Behavior 10%
• Strain Model 10%
• Dilation Behavior 10%
• Strain Relationship 10%
• Increased Demand 10%
• Steel Fiber Volume Fraction 10%

Engineering

• Ultra-High-Performance Concrete 100%
• Strain Model 100%
• High-performance fiber-reinforced concrete 100%
• Axial Strain 30%
• Compressive Behavior 20%
• Axial Stress 20%
• Hydraulic Pressure 20%
• Steel Fiber 20%
• Increasing Demand 10%
• Test Result 10%
• Test Data 10%
• Strain Relationship 10%
• Lateral Strain 10%
• Uniaxial Compressive Strength 10%
• Strain Behavior 10%
• Fiber Volume Fraction 10%
• Compression Strength 10%
• Compressive Strength 10%

Material Science

• Fiber Reinforced Concrete 100%
• High Performance Concrete 100%
• Compressive Strength 20%
• Steel Fiber 20%
• Hydraulics 20%
• Volume Fraction 10%
• Ductility 10%