Table 8 The difference between compressive strength and tensile splitting strength due to short glass fiber in concrete
From: Effect of short glass fiber on shear capacity for shallow wide reinforced concrete beams
Concrete type | Sample (ID) | Average Fct (N/mm2) | Average Fcu (N/mm2) | Concrete (Tensile/compression) ratio % |
|---|---|---|---|---|
Concrete without GFRP | G1 | 1.89 | 25.50 | 7.41 |
Concrete with (0.50%) GFRP | G2 | 4.08 | 26.00 | 16.32 |
Concrete with (1.0%) GFRP | G3 | 4.58 | 25.70 | 17.82 |
Concrete with (1.50%) GFRP | G4 | 4.30 | 26.70 | 16.10 |