From: Experimental Investigation on Flexural Capacity of Reinforced Concrete Beams Strengthened with 3D-Fiberglass, CFRP and GFRP
E1 (GPa)
E2 (GPa)
Poisson’s ratio (Nu12)
G12, G13, G23 (MPa)
CFRP
235
23.5
0.3
5405
GFRP
90
0.9
3270