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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
  1. C1 refers the common concrete