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Table 11 Plasticity parameters used in CDP model.

From: Experimental Investigation on Flexural Capacity of Reinforced Concrete Beams Strengthened with 3D-Fiberglass, CFRP and GFRP

Dilation angle, \(\psi\)

23

Plastic potential eccentricity, \(\varepsilon\)

0.1

Stress ratio, \({\sigma }_{b0}/{\sigma }_{c0}\)

1.16

Shape of the yielding surface, \({ K}_{C}\)

0.667

Viscosity parameter, \(\mu\)

0.01