An improved damage-plasticity material model for concrete subjected to dynamic loading

Engineering

• Dynamic Loads 100%
• Material Model 100%
• Mechanical Response 40%
• Split Hopkinson Pressure Bar 20%
• Computer Simulation 20%
• Tensiles 20%
• Yield Strength 20%
• Dynamic Behavior 20%
• Strain Hardening 20%
• Performance Improvement 20%
• Accurate Prediction 20%
• Lode Angle θ 20%
• Damage Mode 20%
• Single Element 20%
• Instrument Calibration 20%
• Concrete Structure 20%
• Strain Rate Effect 20%
• Material Parameter 20%
• Mechanical Damage 20%
• Softening Behavior 20%
• Hardening Behavior 20%
• Shear Strength 20%
• Failure Strength 20%