Research Article
Tests and Models of Hydraulic Concrete Material with High Strength
Table 2
Creep loading test data and numerical simulation results of referred model, sample’s age: 28 days.
| Loading duration increment for recoverable creep/days | Recoverable creep value/10−6/MPa | Fitting parameters | Fitting creep values | Loading duration increment for unrecoverable creep/days | Unrecoverable creep value/10−6/MPa | Fitting parameters | Fitting creep values |
| 3 | 3.5 | A0 | 2 | 3.1 | 90 | 9.9 | D | 20 | 10.2 | 7 | 5.1 | A1 | 18 | 5.4 | 120 | 10.9 | m3 | 0.01813 | 11.1 | 10 | 5.7 | A2 | 0.55 | 5.9 | 150 | 11.3 | | | 11.7 | 15 | 6.1 | B0 | 3 | 6.5 | 200 | 11.9 | | | 12.4 | 30 | 7.4 | B1 | 10 | 7 | | | | | | 45 | 8 | B2 | 0.8 | 7.6 | | | | | | 60 | 8.8 | m1 | 0.06 | 9.3 | | | | | | | | m2 | 0.2 | | | | | | |
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