Low-Cycle Flexural Fatigue Behavior of Concrete Beam Reinforced with Hybrid FRP-Steel Rebar

Table 1

Mix proportions of concrete used in this study.

W/B (%)	S/a (%)	Maximum aggregate size (mm)	Slump (mm)	Unit weight (kg/m^3)				AE (kg/m^3)
				Water	Cement	Sand	Aggregates
50	50	25	180	175	353	888	902	2.47