Confinement-sensitive plasticity constitutive model for concrete in triaxial compression

Engineering

• Constitutive Model 100%
• Experimental Result 50%
• Model Parameter 50%
• Parameter Model 50%
• Concrete Compressive Strength 50%
• Loading Surface 50%
• Confined Concrete 50%
• Lode Angle θ 50%
• Plastic Potential Function 50%
• Strength Concrete 50%
• Plastic Volumetric Strain 50%