Table 10 The comparison between prediction results and experimental data.
From: Shear Behavior and Performance of Deep Beams Made with Self-Compacting Concrete
Specimen | Experimental results (kN) (1) | Prediction results (kN) | Comparison (ratio) | ||||
|---|---|---|---|---|---|---|---|
ACI 318-99 (2) | Hsu–Mau’s method (3) | Strut-and-tie model (4) | (1)/(2) | (1)/(3) | (1)/(4) | ||
NC-100 | 338 | 126 | 177 | 113 | 2.7 | 1.9 | 3.0 |
SCC-100 | 358 | 126 | 167 | 113 | 2.8 | 2.1 | 3.2 |
NC-50 | 401 | 159 | 177 | 226 | 2.5 | 2.3 | 1.8 |
SCC-50 | 398 | 159 | 167 | 226 | 2.5 | 2.4 | 1.8 |