Skip to main content
Fig. 9 | International Journal of Concrete Structures and Materials

Fig. 9

From: Modeling of Compressive Strength Development of High-Early-Strength-Concrete at Different Curing Temperatures

Fig. 9

Effects of T max and \( {\text{W}}/{\text{C}} \) on \( {{E}} \) with \( {{A}} = 1.0 \times 10^{5} \,{\text{h}}^{ - 1} \) and \( {{t}}_{{0{{r}}}} = 9.02 \,{\text{h}} \): a T max versus E (open square 30 MPa; diamond 40 MPa; and open triangle 50 MPa); b \( {\text{W}}/{\text{C}} \) versus E (diamond 20 °C; open square 30 °C; open triangle 40 °C; times 50 °C; and open circle 60 °C).

Back to article page