Research Article
Calibration of Material Models against TSTM Test for Crack Risk Assessment of Early-Age Concrete Containing Fly Ash
Figure 10
Test results of TSTM and Dilation Rig for low-heat concrete with an initial temperature of 20°C. (a) Temperature and stress in the TSTM. (b) Deformation in Dilation Rig and TSTM.
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