Table 2 Variable components of concrete mixtures.
From: Effect of Fiber Hybridization on Durability Related Properties of Ultra-High Performance Concrete
Type of UHPC | Percentage of fibers (%)/mass (g/cm3) | Type of coarse aggregate 2/8 mm | |
|---|---|---|---|
Steel fibers SF | Polypropylene fibers PF | ||
C1 | – | – | Granodiorite |
SC | 1/7.8 | – | Granodiorite |
SPC1 | 0.75/5.85 | 0.25/0.23 | Granodiorite |
SPC2 | 0.5/3.9 | 0.5/0.45 | Granite |
SPC3 | 0.25/1.95 | 0.75/0.68 | Granite |
PC | – | 1/0.9 | Granite |
C2 | – | – | Granite |