From: An Experimental Study on Shear Strength of Chemically-Based Self-Consolidating Concrete
Section | AASHTO | ACI | AS-3600 | CSA | Eurocode | JSCE | |
---|---|---|---|---|---|---|---|
CC | |||||||
 NS-4 | |||||||
  1 | 0.73 | 0.91 | 0.88 | 0.74 | 0.81 | 0.99 | |
  2 | 0.89 | 1.04 | 1.01 | 0.89 | 0.93 | 1.14 | |
 NS-6 | |||||||
  1 | 1.12 | 1.41 | 1.15 | 1.13 | 1.07 | 1.30 | |
  2 | 1.22 | 1.49 | 1.21 | 1.22 | 1.13 | 1.38 | |
 NS-8 | |||||||
  1 | 0.98 | 1.38 | 1.02 | 0.99 | 1.05 | 1.16 | |
  2 | 1.33 | 1.72 | 1.27 | 1.34 | 1.31 | 1.44 | |
Ave. | 1.04 | 1.32 | 1.09 | 1.05 | 1.05 | 1.24 | |
COV (%) | 21.00 | 22.63 | 13.41 | 20.99 | 16.19 | 13.57 | |
 S-8 | |||||||
  1 | 1.29 | 1.43 | 1.22 | 1.21 | 1.30 | 1.39 | |
  2 | 1.25 | 1.41 | 1.20 | 1.18 | 1.27 | 1.37 | |
Ave. | 1.27 | 1.42 | 1.21 | 1.20 | 1.29 | 1.38 | |
COV (%) | 1.99 | 1.43 | 1.43 | 1.90 | 1.43 | 1.43 | |
SCC | |||||||
 NS-4 | |||||||
  1 | 0.77 | 0.88 | 0.92 | 0.78 | 0.85 | 1.04 | |
  2 | 0.88 | 1.01 | 1.00 | 0.89 | 0.93 | 1.13 | |
 NS-6 | |||||||
  1 | 1.08 | 1.28 | 1.26 | 1.09 | 1.17 | 1.28 | |
  2 | 1.17 | 1.42 | 1.18 | 1.18 | 1.11 | 1.34 | |
 NS-8 | |||||||
  1 | 1.22 | 1.52 | 1.33 | 1.22 | 1.25 | 1.37 | |
  2 | 1.18 | 1.55 | 1.18 | 1.19 | 1.21 | 1.34 | |
Ave. | 1.05 | 1.28 | 1.15 | 1.06 | 1.09 | 1.25 | |
COV (%) | 17.48 | 21.68 | 13.62 | 17.17 | 14.83 | 10.73 | |
 S-8 | |||||||
  1 | 1.40 | 1.51 | 1.29 | 1.31 | 1.37 | 1.48 | |
  2 | 1.10 | 1.28 | 1.09 | 1.04 | 1.16 | 1.24 | |
Ave. | 1.25 | 1.40 | 1.19 | 1.18 | 1.27 | 1.36 | |
COV (%) | 16.97 | 11.66 | 11.88 | 16.25 | 11.74 | 12.48 |