Fig. 5From: Modeling of Compressive Strength Development of High-Early-Strength-Concrete at Different Curing TemperaturesPredictions of compressive strength development at different \( {\text{t}}_{\text{eq}} \) by Eq. (5): Case I in Table 4 (open square 30 MPa; diamond 40 MPa; and open triangle 50 MPa).Back to article page