Table 4 Test sets
Specimen ID | Concrete type | \(f^{\prime}_{{\text{c}}}\) (MPa) | Fiber type | \(V_{{\text{f}}}\) (%) | Longitudinal steel | Transverse steel | ||
|---|---|---|---|---|---|---|---|---|
\(\rho_{{{\text{s}}x}}\) (%) | \(f_{yx}\) (MPa) | \(\rho_{{{\text{s}}y}}\) (%) | \(f_{yy}\) (MPa) | |||||
Tests conducted by Vecchio and Collins | ||||||||
 PV6 | Normal strength | 29.8 | – | – | 1.79 | 266 | 1.79 | 266 |
 PV13 | 18.2 | – | – | 1.79 | 248 | – | – | |
Test conducted by Susetyo | ||||||||
 C2C | High strength | 90.5 | – | – | 3.31 | 552 | 0.42 | 477 |
 C2F2V3 | 76.5 | RC80/30-BP | 1.5 | 3.31 | 552 | – | – | |