Calibration and validation of the lattice discrete particle model for ultra high-performance fiber-reinforced concrete

Keyphrases

• Lattice Discrete Particle Model 100%
• Ultra-high Performance Fiber Reinforced Concrete (UHPFRC) 100%
• High Performance 50%
• Quasi-dynamic 50%
• Mesoscale Models 50%
• As(III) 50%
• Macroscopic Behavior 50%
• Failure Mode 50%
• Quasi-static Loading 50%
• Numerical Results 50%
• Fiber Reinforced Concrete 50%
• Unconfined Compression Test 50%
• Quasi-static Compression 50%
• Three-point Bending Test 50%
• Multiaxial Stress State 50%
• Dynamic Loading Conditions 50%
• Static Loading Condition 50%
• Confined Compression Test 50%
• Single Fiber Pull-out 50%
• Uniaxial Stress State 50%
• Quasi-static Tensile Test 50%

Engineering

• High Performance Fiber 100%
• Fiber-Reinforced Concrete 100%
• Experimental Result 50%
• Tensiles 50%
• Mesoscale 50%
• Macroscopic Behavior 50%
• Pullout Test 50%
• Point Bending Test 50%
• Dynamic Loading Condition 50%
• Quasistatic Loading Condition 50%
• Multiaxial Stress State 50%
• Failure Mode 50%
• Scale Model 50%
• Compression Tests 50%
• Single Fiber 50%

Material Science

• Fiber Reinforced Concrete 100%
• Static Loading 50%
• Dynamic Loads 50%
• Confined Compression 50%