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Finally, using the experimental measurements, the bond shear stress slip interface relationships for the different test specimens were identified in order to present the effect of elevated curing temperatures and curing durations.
The experimental variables included water-to-binder ratio (W/B) ratios, curing environments, and curing durations.
Both compressive strength and UPV were very low for −15 and −20 °C at 7 and 28 days of curing durations, especially for control and samples containing 9% urea.
The light-cured DRC samples marked as Charisma-1,2,3 for different curing durations (5, 20, and 60 s, respectively) were then stored dry at room temperature for 3 days before PAL measurements.
The curing durations were set to around 5, 10, 16 and 24 h for each scheduled samples.
Heat curing durations were chosen as 24, 48 and 72 h.
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Open image in new window Fig. 6 Effect of curing duration on average pore diameter of concrete (w/c = 0.5).
An analysis of the curing strains within the beams revealed the significant effect that ambient temperature, curing duration, and formwork restraint has on the development of prestress losses prior to detensioning.
Experimental variables were cement fineness, LF content, LF fineness and steam curing duration.
In steam curing, the development of concrete strength is affected by both the temperature and the curing duration.
Open image in new window Fig. 14 Effect of curing duration (w/c = 0.5, a/c = 3).
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