Investigation of Flexural Fatigue Behavior of Concrete Beams Reinforced with Intelligent CFRP-OFBG Plates

Table 2

The contrast of the S–N curves in differences.

(2)	(3)	(4)	(5)	(6)	(7)	ACI (1992)
221.9 MPa	247.2 MPa	188.6 MPa	251.0 MPa	264.2 MPa	210.1 MPa	121.4 MPa