Skip to main content

Table 4 Four-point flexural testing results

From: Flexural Capacity Prediction Model For Steel Fibre-Reinforced Concrete Beams

Steel fibre Maximum applied load (kN)
Volume (%) 0.00% 0.75% 1.50%
1 day 16.82 33.86 35.97
3 days 21.88 33.73 41.10
7 days 24.60 43.57 52.50
28 days 27.20 49.95 65.24