Experimental Investigation of the Fatigue Behavior of Basalt Fiber Reinforced Polymer Grid-Concrete Interface

Table 1

Fatigue test results of BFRP grid-concrete interface.

Specimen number	Loading level	Upper limit of loading	Lower limit of loading	Limit fatigue life Nf (times)	Failure mode
F-1	0.84	16.88	3.02	354	Peeling failure
F-2	0.80	16.08	3.02	3561
F-3	0.76	15.28	3.02	12358
F-4	0.72	14.47	3.02	103674	Grid fracture
F-5	0.68	13.67	3.02	216459
F-6	0.64	12.86	3.02	533292