A plasticity and anisotropic damage model for plain concrete

Engineering

• Tensiles 100%
• Damage Model 100%
• Plain Concrete 100%
• Anisotropic Damage 100%
• Damage Criterion 100%
• Good Correlation 50%
• Constitutive Relation 50%
• Constitutive Model 50%
• Constitutive Equation 50%
• Compressive Loading 50%
• Laws of Thermodynamics 50%
• Damage Behavior 50%
• Crack Opening 50%
• Biaxial Tension 50%
• Damage Evolution 50%
• Damaged Configuration 50%
• Effective Stress 50%
• Finite Element Analysis 50%