Calibration of Material Models against TSTM Test for Crack Risk Assessment of Early-Age Concrete Containing Fly Ash

Table 2

Mechanical properties of the SV 40 and low-heat concrete.

Concrete	(MPa)	(MPa)	(GPa)				(h)
SV 40	65.11	3.86	31,700	0.197	0.722	0.421	8.0
Low heat	41.20	3.20	33,360	0.418	0.561	0.251	10.5