Fig. 4From: Modeling of Compressive Strength Development of High-Early-Strength-Concrete at Different Curing TemperaturesEffect of \( {{T}}_{ {max} } \) on concrete strength development (diamond 20 °C; open triangle 40 °C; and open circle 60 °C): a \( T_{max} = 20\,^\circ {\text{C}} \); b \( T_{max} = 40\,^\circ {\text{C}} \); c \( T_{max} = 60\,^\circ {\text{C}} \).Back to article page