Table 2 Increases in shear strength due to the E-FBP.
Specimen | Test | Kanno equation | Proposed equation | ||
|---|---|---|---|---|---|
Strength increment (%) | C wt | Strength increment (%) | C wt | Strength increment (%) | |
JL0-1 | 21.8 | 0.21 | 47 | 0.21 | 23 |
JL0-2 | 1 | 0.56 | |||
STI-1 | 15.2 | 0.21 | 53 | 0.21 | 22 |
STI-2 | 1 | 0.56 | |||