Stress-Strain Behavior of Steel Fiber-Reinforced Concrete Cylinders Spirally Confined with Steel Bars

Table 1

Concrete mixture proportion from mix design.

Material	Volume = 0.05 m^3
Cement	10.30 kg
Fly ash (Paiton, Indonesia)	4.40 kg
Coarse aggregate (4.75–12.5 mm)	11.50 kg
Coarse aggregate (12.5–25 mm)	44.50 kg
Normal sand	20.00 kg
Fine sand	20.00 kg
Water	8.00 kg
Retarder 0.5%	51.5 ml
Superplasticizer	51.5 ml
Steel fiber volume ratio and weight	2% ≈ 5.23 kg