Table 1.

Nominal data used for computing strain values in the concrete beam and in the FRCM reinforcement.

Symbol	Value	Unit	Description
L	300	mm	distance between supports
B	85	mm	beam cross section
hc	85	mm	concrete cross section height
hm	8	mm	mortar cross section height
hf	0.05	mm	PBO cross section height
Ec	39,300	MPa	concrete modulus of elasticity
Em	6200	MPa	mortar modulus of elasticity
Ef	450,000	MPa	PBO modulus of elasticity
νc, νm	0.25	-	Poisson’s number