Fig. 12From: Modeling of Compressive Strength Development of High-Early-Strength-Concrete at Different Curing TemperaturesPredictions by Eq. (10) for different \( f_{cd}^{'} \): Case IV in Table 4 (diamond 20 °C; open triangle 40 °C; and open circle 60 °C): a \( f_{cd}^{'} \) = 30 MPa; b \( f_{cd}^{'} \) = 40 MPa; c \( f_{cd}^{'} \) = 50 MPa.Back to article page