Research Article
Automating XFEM Modeling Process for Optimal Failure Predictions
Table 1
Mix design for tested specimens.
| Mixture | Cement (kg/m3) | Coarse to fine aggregate ratio | Water to cement ratio |
| Mix #1 | 550 | 0.9 | 0.50 | Mix #2 | 550 | 0.7 | 0.40 | Mix #3 | 550 | 0.7 | 0.45 | Mix #4 | 550 | 0.9 | 0.40 | Mix #5 | 550 | 0.9 | 0.45 | Mix #6 | 550 | 0.7 | 0.50 |
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