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/daysRecoverable creep value/10−6/MPaFitting parametersFitting creep valuesLoading duration increment for unrecoverable creep/daysUnrecoverable creep value/10−6/MPaFitting parametersFitting creep values

33.5A023.1909.9D2010.2
75.1A1185.412010.9m30.0181311.1
105.7A20.555.915011.311.7
156.1B036.520011.912.4
307.4B1107
458B20.87.6
608.8m10.069.3
m20.2