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

Table 1

Laboratory fatigue-life data for GFRPCC—0.5% (number of cycles to failure).

𝑆=0.85	𝑆=0.8	𝑆=0.75	𝑆=0.7
1744	8937	87451	548*
2024	15425	98154	124128
2155	17458	99451	145125
3215	18373	110254	225135
3745	19124	145125	286541
4129	23366	164373	345125
4417	28541	198451	467215
4815	34397	284152	484316
5964	38541	345125	614512
6863	45215	385145	894851
129951*	—	—	905421

∗Rejected as outlier by Chauvenet’s criteria, not included in analysis.