Cracking Behaviour of Alkali-Activated Aluminosilicate Beams Reinforced with Glass and Basalt Fibre-Reinforced Polymer Bars under Cyclic Load

Table 6

Residual compressive and tensile strain for BRGC-C, GRGC-C, and SRCC-C beams under cyclic loads.

Cycles	BRGC-C		GRGC-C		SRCC-C
	Residual strain (compression)	Residual strain (tension)	Residual strain (compression)	Residual strain (tension)	Residual strain (compression)	Residual strain (tension)
Cycle 1	0.00015	0.00049	0.00014	0.00193	0.00013	0.00078
Cycle 2	0.00022	0.00075	0.00035	0.00202	0.00014	0.00087
Cycle 3	0.00033	0.00124	0.00046	0.00217	0.00019	0.00100
Cycle 4	0.00086	0.00216	0.00066	0.00231	0.00026	0.00123
Cycle 5	0.00091	0.00231	0.00091	0.00298	0.00049	0.00136