Table 7 Determined effective area of SF in resisting tension
From: Flexural Capacity Prediction Model For Steel Fibre-Reinforced Concrete Beams
Steel fibre | \({A{^{\prime}}}_{g}\) | \(A_t^{\text{'}}\) | \(A_eff^{\text{'}}\) |
|---|---|---|---|
Volume | mm2 | mm2 | mm2 |
0.75% | 184.08 | 92.04 | 29.74 |
1.50% | 319.83 | 159.91 | 51.66 |