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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