Table 2 Fibre volumetric contents. Fibres: S—straight 13 mm \(\times\) 0.14 mm, H—hook-end 30 mm \(\times\) 0.38 mm.
From: Energy-Based Approach for Studying Fibre-Reinforced Concrete Subjected to Impact Loading
Mixture | Fibre type | |
|---|---|---|
S | H | |
HSC | 0.50 | |
0.63 | ||
1.00 | ||
L | 0.50 | |
1.00 | ||
1.50 | ||
R | 2.00 | |
3.00 | ||
4.00 | ||
DM | 1.00 | |
1.50 | ||
2.00 | ||
1.50 | ||
0.50 | 1.00 | |
1.00 | 0.50 | |