Rigid-body-spring network with rheological model for simulating failure behavior of structural concrete under impact loading

Engineering

• Loading Rate 100%
• Beam 50%
• Impact Loads 50%
• Dynamic Fracture 50%
• Networks 50%
• Failure (Mechanical) 50%
• Macroscopic 25%
• Rate Increase 25%
• Reinforced Concrete Beam 25%
• Dynamic Loads 25%
• Tensile Test 25%
• Dynamic Condition 25%
• Increase Strength 25%
• Structural Concrete 25%
• Stronger Effect 25%
• Test Beam 25%
• Crack Width 25%
• Plain Concrete 25%
• Inertia Effect 25%
• Plastic Damage Model 25%
• Fracture Analysis 25%
• Deformation Curve 25%
• Properties of Concrete 25%
• Models 25%
• Mechanical Properties 25%
• Crack 25%
• Stages 25%
• Mechanisms 25%
• Simulation 25%

Physics

• Loading Rate 100%
• Ductility 50%
• Fracture Behavior 50%
• Networks 50%
• Failure 50%
• Structural Behavior 50%
• Strength of Materials 25%
• Plastic Properties 25%
• Region 25%
• Model 25%
• Simulation 25%
• Cracks 25%
• Independent Variables 25%
• Impact 25%
• Rupture 25%