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Table 1 Mixtures summary. Adapted after Sovják et al. (2013); Kolář et al. (2015); Luccioni et al. (2017); Ranade et al. (2015), respectively.

From: Energy-Based Approach for Studying Fibre-Reinforced Concrete Subjected to Impact Loading

Constituents

Mixtures

HSC

DM

L

R

Cement 42.5 R

1.00

1.00

1.00

1.00

Silica fume

 

0.10

0.10

0.39

Silica flour

 

0.25

 

0.28

Ground limestone

  

0.07

 

Aggregate (mm)

    

0.1/0.6

   

0.70

0.1/1.2

 

1.60

  

0/4

3.05

 

0.67

 

4/8

1.95

 

1.18

 

HRWR\(^1\)

0.01

0.01

0.013

0.02

Anti-foaming agent

 

0.001

  

Water

0.46

0.1\(^2\)

0.30

0.38

  1. 1 High-range water reducer
  2. 2 Relative to the dry mixture’s weight