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In this work, the effect of curing methods and curing time on mechanical strength of CEB was studied.
On the condition of constant temperature oven, whose temperature is from 50 to 95 °C, the effect of curing agent concentration on curing time is as follows.
Fig. 2 FTIR spectra of Dupli-color after different curings Fig. 3 Effect of curing on Rp values.
The study also investigates the effect of curing on the elastic modulus.
Open image in new window Fig. 6 Effect of curing duration on average pore diameter of concrete (w/c = 0.5).
The effect of curing regime, namely water ponding and application of a curing compound, was also evaluated.
However, the effect of curing conditions on the chloride penetration into the concrete in real field condition at long term has not been well studied.
Open image in new window Fig. 15 Effect of curing compound on photocatalytic efficiency (different samples a d, mass and/or dispersion, with and without curing).
From the modeling point of view, the effect of curing conditions on the chloride diffusion coefficient has not been studied well (Alizadeh et al. 2008).
The results indicate that the effect of curing humidity on strength development depends on the cement content and curing period.
Thus, investigation on the effect of curing temperature on cracking resistance of early age concrete must be further studied.
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