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Table 8 CDP Abaqus default values

From: Enhancing the Performance of Knee Beam–Column Joint Using Hybrid Fibers Reinforced Concrete

Plasticity parameters Notation Default value
Dilation angle Ψ 31°
Eccentricity ϵ 0.1
Stress ratio fb0/fc0 1.16
Shape factor K 0.667
Viscosity parameter µ 0