From: Effect of short glass fiber on shear capacity for shallow wide reinforced concrete beams
Concrete type | Sample (ID) | Weight (kg) | Dimension | Failure load (KN) | Fcu (N/mm2) | Average Fcu (N/mm2) | |||
---|---|---|---|---|---|---|---|---|---|
Length (mm) | Width (mm) | Height (mm) | |||||||
Concrete without GFRP | G1 | I | 8.65 | 150 | 151 | 150 | 585 | 26.0 | 25.5 |
II | 8.85 | 150 | 150 | 150 | 573.7 | 25.5 | |||
III | 8.55 | 151 | 149 | 150 | 562.5 | 25 | |||
Concrete with (0.50%) GFRP | G2 | I | 8.95 | 150 | 150 | 151 | 607.5 | 27 | 26 |
II | 8.96 | 150 | 149 | 150 | 585 | 26 | |||
III | 9.15 | 151 | 149 | 150 | 562.5 | 25 | |||
Concrete with (1.00%) GFRP | G3 | I | 9.35 | 150 | 149 | 150 | 585 | 26 | 25.7 |
II | 9.92 | 150 | 151 | 150 | 585 | 26 | |||
III | 9.24 | 149 | 150 | 151 | 562.5 | 25 | |||
Concrete with (1.50%) GFRP | G4 | I | 9.50 | 150 | 150 | 150 | 607.5 | 27 | 26.7 |
II | 8.92 | 150 | 150 | 151 | 585.0 | 26 | |||
III | 9.80 | 151 | 150 | 150 | 607.5 | 27 |