From: Optimization of Curing Regimes for Precast Prestressed Members with Early-Strength Concrete
i | x i | \( {x}_{i}^{L} \) | \( {x}_{i}^{U} \) | \( {x}_{i}^{m} \) |
---|---|---|---|---|
1 | T max (°C) | For all cases, T r (=20) | 40 for T max = 40 | 10 |
50 for T max = 50 | 15 | |||
60 for T max = 60 | 20 | |||
2 | S (MPa) | 21 for \( f_{{{\text{cd}}}}^{\prime }\) = 30 28 for \( f_{{{\text{cd}}}}^{\prime }\) = 40 35 for \( f_{{{\text{cd}}}}^{\prime }\) = 50 | 30 40 50 | 25.5 34.0 42.5 |
3 | t e (h) | For all cases, 3 | 12 for t f = 12 | 4.5 |
14 for t f = 14 | 5.5 | |||
16 for t f = 16 | 6.5 | |||
18 for t f = 18 | 7.5 | |||
4 | k a (°C/h) | For all cases, 0 | For all cases, 20 | For all cases, 10 |
5 | k d (°C/h) | For all cases, - 20 | For all cases, 0 | For all cases, - 10 |
6 | T its (°C) | 40 for T max = 40 50 for T max = 50 60 for T max = 60 | For all cases, T its | 10 15 20 |