Effect of shrinkage-reducing admixture on biaxial flexural behavior of ultra-high-performance fiber-reinforced concrete

Keyphrases

• Biaxial 100%
• Biaxial Flexure 40%
• Capacity Strain 20%
• Deflection Hardening 20%
• Energy Absorption Capacity 20%
• Fiber Pull-out 20%
• First Crack 20%
• Flexural Behavior 100%
• Flexural Stress 20%
• Load Capacity 20%
• Mechanical Behavior 20%
• Mechanical Performance 20%
• Mechanical Properties 20%
• Pullout Energy 20%
• Pullout Toughness 20%
• Shrinkage Reducing Admixture 100%
• Smooth Steel Fiber 20%
• Strain Capacity 20%
• Strain Energy 20%
• Ultra-high Performance Fiber Reinforced Concrete (UHPFRC) 100%
• Weight Ratio 20%

Engineering

• Energy Absorption Capacity 20%
• Energy Engineering 20%
• Fiber-Reinforced Concrete 100%
• Flexural Behavior 100%
• Flexure 40%
• High Performance Fiber 100%
• Load Limits 20%
• Mechanical Performance 20%
• Mechanical Property 20%
• Reducing Admixture 100%
• Steel Fiber 20%
• Strain Capacity 20%
• Strain Energy 20%