Fig. 2From: Modeling of Compressive Strength Development of High-Early-Strength-Concrete at Different Curing TemperaturesCuring regimes with 5 different T max : a typical curing regime; b Equivalent age (\( {\text{t}}_{\text{eq}} \)) versus real elapsed time (t) at measurement for different \( {{T}}_{ {max} } \).Back to article page