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