Dynamic constitutive relationship of concrete subjected to shock loading

Engineering

• Constitutive Relationship 100%
• Damage Evolution 50%
• Deformation Characteristic 50%
• Dynamic Property 50%
• Flow Field 50%
• High Strain Rate 50%
• Lagrange 50%
• Properties of Concrete 100%
• Shock Loads 100%
• Strain Rate 50%
• Stress-Strain Curve 50%
• Viscoelasticity 50%

Material Science

• Damage Evolution 50%
• Mechanical Property 50%
• Properties of Concrete 100%
• Shock Loads 100%
• Strain Rate 100%
• Viscoelasticity 50%