Table 9 Variation of \({M}_{u}\) predicted as a function of \({f}_{c}^{^{\prime}}\) for a higher dosage of SFRC
From: Flexural Capacity Prediction Model For Steel Fibre-Reinforced Concrete Beams
\({f}_{c}^{^{\prime}}\)(MPa) | 17.0 | 26.7 | 28.2 | 29.0 |
|---|---|---|---|---|
\({M}_{u}\) predicted (kNm) | 16.02 | 23.4 | 24.1 | 24.4 |