Effect of Reinforcement on Early-Age Concrete Temperature Stress: Preliminary Experimental Investigation and Analytical Simulation

Table 2

Specimen numbers and parameters.

Specimen	Reinforcement configuration	Cooling rate
C-0-1	—	0.33°C/h
C-0-2	—	0.21°C/h
C-0-3	—	0.33°C/h
C-1-1	412	0.33°C/h
C-1-2	412	0.33°C/h

Note: C-0-3 and C-1-1 are free deformed; C-0-1, C-0-2, and C-1-2 are fully restrained.