Table 6 Ultimate loads and maximum deflections at failure.
From: Performance of High Strength Self-Compacting Concrete Beams under Different Modes of Failure
Beam type | Beam notation | P max (kN) | Δ max (mm) |
|---|---|---|---|
Flexural beams | SCC-F-B1 | 158.4 | 15.5 |
SCC-F-B2 | 149.6 | 19.4 | |
VC-F-B1 | 154.8 | 13.5 | |
VC-F-B2 | 157.2 | 30.2 | |
Shear beams | SCC-SH-B1 | 132.3 | 14.9 |
SCC-SH-B2 | 107.4 | 8.2 | |
VC-SH-B1 | 111.5 | 7.8 | |
VC-SH-B2 | 127.9 | 11.2 | |
Bond beams | SCC-B-B1 | 93.1 | 6.6 |
SCC-B-B2 | 87.2 | 5.3 | |
VC-B-B1 | 87.7 | 9.9 | |
VC-B-B2 | 90.5 | 8.0 |