Table 1 Detail of specimens.
From: Property Assessment of High-Performance Concrete Containing Three Types of Fibers
Influencing factors | Series | Volume fraction (%) | Proportion (%) | Size (mm3) | ||
|---|---|---|---|---|---|---|
CF-VF | PPF-VF | AF-VF | ||||
Volume fraction | C1 | 0 | 0 | 0 | 0 | Compressive and splitting tensile flexural tests cubes: 100 × 100 × 100 Flexural tests specimen: 100 × 100 × 400 |
C2 | 0.12 | 33.3 | 33.3 | 33.3 | ||
C3 | 0.24 | 33.3 | 33.3 | 33.3 | ||
C4 | 0.36 | 33.3 | 33.3 | 33.3 | ||
C5 | 0.48 | 33.3 | 33.3 | 33.3 | ||
C6 | 0.60 | 33.3 | 33.3 | 33.3 | ||
Addition ratio among fibers | Z1 | 0.12 | 100 | 0 | 0 | |
Z2 | 0.12 | 0 | 100 | 0 | ||
Z3 | 0.12 | 0 | 0 | 100 | ||
Z4 | 0.12 | 60 | 20 | 20 | ||
Z5 | 0.12 | 50 | 25 | 25 | ||
Z6 | 0.12 | 40 | 40 | 20 | ||
Z7 | 0.12 | 20 | 60 | 20 | ||
Z8 | 0.12 | 25 | 50 | 25 | ||
Z9 | 0.12 | 40 | 20 | 40 | ||
Z10 | 0.12 | 20 | 40 | 40 | ||
Z11 | 0.12 | 25 | 25 | 50 | ||
Z12 | 0.12 | 20 | 20 | 60 | ||
Uniaxial compression tests | C1 | 0 | 0 | 0 | 0 | 100 × 100 × 300 |
Z1 | 0.12 | 100 | 0 | 0 | ||
Z2 | 0.12 | 0 | 100 | 0 | ||
Z3 | 0.12 | 0 | 0 | 100 | ||
Z5 | 0.12 | 50 | 25 | 25 | ||