Research Article
Tests and Models of Hydraulic Concrete Material with High Strength
Table 1
Creep loading test data and numerical simulation results of referred model, sample’s age: 7 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 | 4 | A0 | 1.99 | 4.2 | 90 | 13.1 | D | 17.31437 | 12.9 | 7 | 6.9 | A1 | 19.81 | 6.3 | 120 | 13.7 | m3 | 0.02545 | 13.1 | 10 | 8.2 | A2 | 0.703 | 8.5 | 150 | 14.1 | | | 13.2 | 15 | 9.1 | B0 | 3.97 | 8.8 | 200 | 14.5 | | | 13.9 | 30 | 10.4 | B1 | 11.89 | 9.8 | | | | | | 45 | 11.3 | B2 | 1.495 | 10.9 | | | | | | 60 | 12.1 | m1 | 0.0892 | 12.5 | | | | | | | | m2 | 0.10801 | | | | | | |
|
|