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

Table 5

Comparison between prediction values and test results for fatigue life based on the flexural rigidity of reinforced beam sections.

Cycles	JB-3 Bn	DN	Fatigue life NP1 (10,000 cycles)	Fatigue life NP2 (10,000 cycles)	Fatigue life NG (10,000 cycles)	Error (%)
200,000	0.596	0.228	47.11	52.34	109.48	10.33
350,000	0.589	0.237	64.23	71.37
500,000	0.578	0.252	67.06	74.52
750,000	0.565	0.268	78.16	86.84
1,000,000	0.556	0.280	89.28	99.20