Flexural Fatigue-Life Assessment and Strength Prediction of Glass Fibre Reinforced Polymer Concrete Composites

Table 6

Design fatigue lives “𝑁_𝐷” at different probabilities of failure 𝑃_𝑓, for GFRPCC—1.0%.

	𝑃𝑓
	0.01	0.05	0.10	0.15	0.25
Stress level, 𝑆	Design fatigue lives, 𝑁𝐷
0.85	3664	7793	10875	13292	17314
0.80	9543	24756	37713	48592	67858
0.75	22955	67558	108819	144997	211643
0.70	37213	122292	206817	283777	430533