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

Table 5

Design fatigue lives “𝑁_𝐷” at different probabilities of failure 𝑃_𝑓, for GFRPCC—0.5%.

	𝑃𝑓
	0.01	0.05	0.10	0.15	0.25
Stress level, 𝑆	Design fatigue lives, 𝑁𝐷
0.85	639	1273	1724	2071	2635
0.80	3734	7705	10610	12864	16581
0.75	18018	43696	64616	81778	111539
0.70	28474	79370	124817	163929	234766