From: Crack Propagation Analysis of Synthetic vs. Steel vs. Hybrid Fibre-Reinforced Concrete Beams Using Digital Image Correlation Technique
Volume fraction
PO
HB (50% SF + 50% PO)
SF
0.00% (control)
61.63 (1.97)
0.50%
58.79 (0.97)
60.06 (1.02)
65.66 (0.40)
0.75%
49.67 (1.40)
61.66 (0.52)
63.09 (1.83)
1.00%
51.77 (0.40)
53.46 (0.40)
65.36 (0.47)