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Table 3 Cube compressive strength (MPa).

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)

61.63 (1.97)

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)

  1. Standard deviations in MPa are given in the parenthesis.