Fig. 10From: Modeling of Compressive Strength Development of High-Early-Strength-Concrete at Different Curing TemperaturesComparisons of predicted compressive strengths and experimental measured ones: Case III in Table 3: a Comparisons with 210 experimental results; b Overestimation by the modified model in early age (\( f_{cd}^{'} \) = 30 MPa) (diamond: 20 °C; open triangle 40 °C; and open circle 60 °C).Back to article page