Research Article
Numerical Simulation of Basic Properties of Full-Steel Slag Aggregate Concrete
Table 6
Comparisons between the model prediction results and the experimental data.
| Specimen | Ultimate stress (104 N/mm2) | Ultimate strain (10−3) | Water-cement ratio | ID | Measured | Calculated | Error (%) | Transverse | Axial | Measured | Calculated | Error (%) | Measured | Calculated | Error (%) |
| 0.58 | ZS1 | 27.13 | 27.51 | 1.4 | 1.76 | 1.73 | 1.7 | 0.57 | 0.53 | 7.2 | ZS2 | 28.45 | 25.72 | 9.6 | 1.54 | 1.61 | 4.5 | 0.64 | 0.60 | 6.3 | 0.47 | ZS3 | 15.98 | 17.35 | 8.6 | 1.60 | 1.67 | 4.4 | 0.39 | 0.36 | 7.7 | ZS4 | 28.49 | 29.72 | 4.3 | 1.69 | 1.53 | 9.5 | 0.55 | 0.52 | 5.5 | 0.38 | ZS5 | 35.85 | 28.47 | 20.6 | 1.94 | 1.65 | 14.9 | 0.36 | 0.41 | 13.9 | ZS6 | 31.24 | 30.58 | 2.1 | 1.21 | 1.31 | 8.3 | 0.43 | 0.45 | 4.7 | 0.32 | ZS7 | 36.83 | 30.59 | 16.9 | 1.72 | 1.39 | 19.2 | 0.53 | 0.52 | 1.9 | ZS88 | 35.58 | 29.18 | 18.0 | 1.77 | 1.51 | 14.7 | 0.72 | 0.62 | 13.9 |
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