Rehabilitation Effect Evaluation of CFRP-Lined Prestressed Concrete Cylinder Pipe under Combined Loads Using Numerical Simulation

Table 2

Material properties of CFRP.

E11	E22 = E33	G12 = G13	G23	ν12 = ν13	ν23
75.0 GPa	6.2 GPa	2.3 GPa	2.2 GPa	0.3	0.4