Table 8 Test results of shear beams.
From: Performance of High Strength Self-Compacting Concrete Beams under Different Modes of Failure
Specimen notation | SCC-SH-B1 | SCC- SH-B2 | VC-SH-B1 | VC- SH-B2 |
|---|---|---|---|---|
P at first diagonal crack (kN) | 50 | 50 | 40 | 45 |
P at ultimate shear failure (kN) | 132 | 107 | 112 | 128 |
Theoretical ultimate shear (kN) | 93 | 93 | 91 | 91 |
Number of cracks | 10 | 12 | 10 | 13 |
Max. shear crack width (mm) | 1.50 | 1.50 | 1.50 | 1.50 |