Research Article
Tests and Models of Hydraulic Concrete Material with High Strength
Table 4
Creep loading test data and numerical simulation results of this paper’s model, sample’s age: 28 days.
| Loading duration increment for recoverable creep/days | Recoverable creep value/10−6/MPa | Fitted parameters | Fitting creep values | Loading duration increment for unrecoverable creep/days | Unrecoverable creep value/10−6/MPa | Fitted parameters | Fitting creep values |
| 3 | 3.5 | | 3.06 | 3.7 | 90 | 9.9 | | 25.3 | 9.8 | 7 | 5.1 | | 22.6 | 5 | 120 | 10.9 | | 0.126 | 10.7 | 10 | 5.7 | | 0.221 | 5.6 | 150 | 11.3 | | 0.061 | 11.1 | 15 | 6.1 | | 2.177 | 6.3 | 200 | 11.9 | | 0.0171 | 12 | 30 | 7.4 | | 14.62 | 7.5 | | | | | | 45 | 8 | | 0.15 | 8.1 | | | | | | 60 | 8.8 | | 0.0081 | 8.7 | | | | | |
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