Table 3 Comparison between experimental, numerical and analytical results in terms of shear capacity for slabs H50-s1 and H50s-2.
Specimen | Pu,exp (kN) | Pu,num (kN) | PVRdc (kN) (UNI EN 1168) | PVRdc,mod (kN) (Brunesi et al. 2015) | Pu,num/Pu,exp | PVRdc/Pu,exp | PVRdc,mod/Pu,exp |
|---|---|---|---|---|---|---|---|
H50-s1 | 805 | 853.3 | 950.4 | 849.85 | 1.06 | 1.18 | 1.06 |
H50-s2 | 841 | 1.01 | 1.13 | 1.01 |