Table 1 Details of circular concrete cylinders.
From: Compressive Behavior of Concrete Containing Glass Fibers and Confined with Glass FRP Composites
Test cylinders | Design strength of concrete (MPa) | Volume fraction of concrete Vf (%) | GFRP thickness (layers) |
|---|---|---|---|
S8.5-F0.3-NL0 | 8.5 | 0.3% | 0 |
S8.5-F0.3-NL2 | 8.5 | 0.3% | 2 |
S8.5-F0.3-NL4 | 8.5 | 0.3% | 4 |
S8.5-F0.3-NL6 | 8.5 | 0.3% | 6 |
S8.5-F0.6-NL0 | 8.5 | 0.6% | 0 |
S8.5-F0.6-NL2 | 8.5 | 0.6% | 2 |
S8.5-F0.6-NL4 | 8.5 | 0.6% | 4 |
S8.5-F0.6-NL6 | 8.5 | 0.6% | 6 |
S8.5-F0.9-NL0 | 8.5 | 0.9% | 0 |
S8.5-F0.9-NL2 | 8.5 | 0.9% | 2 |
S8.5-F0.9-NL4 | 8.5 | 0.9% | 4 |
S8.5-F0.9-NL6 | 8.5 | 0.9% | 6 |
S8.5-F1.2-NL0 | 8.5 | 1.2% | 0 |
S8.5-F1.2-NL2 | 8.5 | 1.2% | 2 |
S8.5-F1.2-NL4 | 8.5 | 1.2% | 4 |
S8.5-F1.2-NL6 | 8.5 | 1.2% | 6 |
S16-F0.3-NL0 | 16 | 0.3% | 0 |
S16-F0.3-NL2 | 16 | 0.3% | 2 |
S16-F0.3-NL4 | 16 | 0.3% | 4 |
S16-F0.3-NL6 | 16 | 0.3% | 6 |
S16-F0.6-NL0 | 16 | 0.6% | 0 |
S16-F0.6-NL2 | 16 | 0.6% | 2 |
S16-F0.6-NL4 | 16 | 0.6% | 4 |
S16-F0.6-NL6 | 16 | 0.6% | 6 |
S16-F0.9-NL0 | 16 | 0.9% | 0 |
S16-F0.9-NL2 | 16 | 0.9% | 2 |
S16-F0.9-NL4 | 16 | 0.9% | 4 |
S16-F0.9-NL6 | 16 | 0.9% | 6 |
S16-F1.2-NL0 | 16 | 1.2% | 0 |
S16-F1.2-NL2 | 16 | 1.2% | 2 |
S16-F1.2-NL4 | 16 | 1.2% | 4 |
S16-F1.2-NL6 | 16 | 1.2% | 6 |
S25-F0.3-NL0 | 25 | 0.3% | 0 |
S25-F0.3-NL2 | 25 | 0.3% | 2 |
S25-F0.3-NL4 | 25 | 0.3% | 4 |
S25-F0.3-NL6 | 25 | 0.3% | 6 |
S25-F0.6-NL0 | 25 | 0.6% | 0 |
S25-F0.6-NL2 | 25 | 0.6% | 2 |
S25-F0.6-NL4 | 25 | 0.6% | 4 |
S25-F0.6-NL6 | 25 | 0.6% | 6 |
S25-F0.9-NL0 | 25 | 0.9% | 0 |
S25-F0.9-NL2 | 25 | 0.9% | 2 |
S25-F0.9-NL4 | 25 | 0.9% | 4 |
S25-F0.9-NL6 | 25 | 0.9% | 6 |
S25-F1.2-NL0 | 25 | 1.2% | 0 |
S25-F1.2-NL2 | 25 | 1.2% | 2 |
S25-F1.2-NL4 | 25 | 1.2% | 4 |
S25-F1.2-NL6 | 25 | 1.2% | 6 |