Behavior and constitutive model of ultra-high-performance concrete under monotonic and cyclic tensile loading

Keyphrases

• Constitutive Model 100%
• Behavioral Model 100%
• Cyclic Tensile Strain 100%
• Ultra-high Performance Concrete 100%
• Cyclic Loading 30%
• Fiber Volume Fraction 30%
• Tensile Loading 23%
• Ultra-high Performance Concrete Beam 23%
• Numerical Results 15%
• Concrete Structures 15%
• Peak Stress 15%
• Bearing Capacity 15%
• Initial Crack 15%
• Deformation Properties 15%
• Cracking Stress 15%
• Bearing Deformation 15%
• Envelope Curve 15%
• Straight Fibres 15%
• Energy Absorption Capacity 7%
• Fiber Type 7%
• Numerical Simulation 7%
• Exponential Function 7%
• Monotonic Loading 7%
• Bilinear 7%
• Curve Pattern 7%
• Strain Behavior 7%
• Tensile Strain 7%
• Peak Strain 7%
• High Performance Concrete 7%
• Damage Index 7%
• Load Increase 7%
• Failure Pattern 7%
• Initial Peak 7%
• Load Ratio 7%
• Unloading Curve 7%
• Strain Softening 7%
• Ultimate Strain 7%
• Cyclic Stress Ratio 7%
• Trilinear 7%
• Ductile Failure 7%
• Live Load 7%
• OpenSees 7%
• Direct Tensile Test 7%
• Dead Load 7%
• Model Verification 7%
• Brittle Failure 7%
• Strain Hardening Ultra-high Performance Concrete 7%
• Hooked Fiber 7%
• Hooked End 7%
• Unloading Modulus 7%
• Steel Fiber Volume Fraction 7%
• Dog Bone 7%

Engineering

• Constitutive Model 100%
• Ultra-High-Performance Concrete 100%
• Tensiles 100%
• Fiber Volume Fraction 29%
• Cyclic Loading 23%
• Concrete Beam 17%
• Concrete Structure 11%
• Peak Stress 11%
• Initial Crack 11%
• Envelope Curve 11%
• Deformation Property 11%
• Bearing Capacity 11%
• Energy Absorption Capacity 5%
• Test Result 5%
• High-Performance Concrete 5%
• Load Ratio 5%
• Monotonic Loading 5%
• Cyclic Stress 5%
• Ductile Failure 5%
• Live Load 5%
• Dead Load 5%
• Fibre End 5%
• Stress Amplitude 5%
• Strain Behavior 5%
• Steel Fiber 5%
• Tensile Strain 5%
• Tensile Test 5%
• Exponential Function 5%
• Brittle Failure 5%
• Computer Simulation 5%
• Strain Hardening 5%
• Failure Pattern 5%

Material Science

• High Performance Concrete 100%
• Volume Fraction 27%
• Bearing Capacity 11%
• Work Hardening 5%
• Tensile Strain 5%
• Steel Fiber 5%