Table 7 Experimental results of tested beams
From: Effect of short glass fiber on shear capacity for shallow wide reinforced concrete beams
Specimen | Pdiagonal (KN) | Pcr (KN) | ∆cr (mm) | Py (KN) | ∆y (mm) | Pfailure (KN) | ∆u (mm) | \( \frac{{\boldsymbol{P}}_{\mathbf{crack}}}{{\boldsymbol{P}}_{\mathbf{failure}}} \) | \( \frac{{\boldsymbol{P}}_{\mathbf{diagonal}}}{{\boldsymbol{P}}_{\mathbf{failure}}} \) |
|---|---|---|---|---|---|---|---|---|---|
HB1 | 100 | 100 | 8.40 | 338.5 | 13.17 | 400 | 19.56 | 0.25 | 0.25 |
HB2 | 210 | 110 | 3.57 | 324.0 | 8.88 | 422.5 | 13.50 | 0.26 | 0.49 |
HB3 | 250 | 120 | 2.90 | 317.5 | 10.80 | 438 | 17.50 | 0.27 | 0.57 |
HB4 | 280 | 130 | 3.43 | 270 | 10.20 | 446.5 | 17.53 | 0.29 | 0.62 |
HB5 | 310 | 130 | 6.62 | 270 | 12.30 | 445.5 | 21.65 | 0.29 | 0.69 |