Table 11 Comparison between the strength characteristics of specimens
From: Effect of short glass fiber on shear capacity for shallow wide reinforced concrete beams
Specimen | Failure load | Deflection at failure load | ||
|---|---|---|---|---|
Pfailure (KN) | %Diff. | ∆u (mm) | %Diff. | |
HB1 | 400 | ----- | 19.56 | ----- |
HB2 | 422.5 | 5.62% | 13.50 | − 30.98% |
HB3 | 438.0 | 9.50% | 17.5 | − 10.5% |
HB4 | 446.5 | 11.62% | 17.53 | − 10.37% |
HB5 | 445.5 | 11.37% | 21.65 | + 10.68% |