Table 4 Test results summary.
From: An Experimental Study on Shear Strength of Chemically-Based Self-Consolidating Concrete
Section | f c ′ (MPa) | V * test (kN) | v test  = V test /b w d (MPa) | v test /f c ′ (%) | v test /√f c ′ |
|---|---|---|---|---|---|
CC | |||||
 NS-4 | |||||
  1 | 34.0 | 106.8 | 0.9 | 2.6 | 0.15 |
  2 | 34.5 | 123.2 | 1.0 | 2.9 | 0.18 |
 NS-6 | |||||
  1 | 34.0 | 155.7 | 1.4 | 4.0 | 0.24 |
  2 | 34.5 | 165.5 | 1.4 | 4.2 | 0.25 |
 NS-8 | |||||
  1 | 34.0 | 152.6 | 1.3 | 3.9 | 0.24 |
  2 | 34.5 | 191.3 | 1.7 | 4.9 | 0.29 |
 S-8 | |||||
  1 | 34.0 | 106.8 | 0.9 | – | – |
  2 | 34.5 | 123.2 | 1.0 | – | – |
SCC | |||||
 NS-4 | |||||
  1 | 53.5 | 129.9 | 1.1 | 2.0 | 0.15 |
  2 | 39.6 | 128.1 | 1.1 | 2.7 | 0.17 |
 NS-6 | |||||
  1 | 53.5 | 177.9 | 1.6 | 2.9 | 0.22 |
  2 | 39.6 | 169.5 | 1.5 | 3.8 | 0.23 |
 NS-8 | |||||
  1 | 53.5 | 210.41 | 1.8 | 3.4 | 0.26 |
  2 | 39.6 | 185.5 | 1.6 | 4.1 | 0.26 |
 S-8 | |||||
  1 | 34.8 | 285.1 | 2.5 | – | – |
  2 | 34.8 | 231.3 | 2.0 | – | – |