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The difference between the initial corrosion time of cracked concrete and the initial corrosion time of uncracked concrete surface conditions is also compared.
The corrosion time initiation is considered as a serviceability limit state scenario.
Bare copper before (c) and after (d) exposed to 3 wt% NaCl for 5 h (corrosion time) at 298 K.
This paper addresses the analyses of probabilistic corrosion time initiation in reinforced concrete structures exposed to chloride penetration.
The initial corrosion time calculated by random environment and structure variables is not a deterministic value, but a random variable.
Under the same unit loading cycles, the fatigue life decreases as the unit corrosion time increases.
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In parallel, the failure process of the arch due to stress corrosion (time-dependent) was studied in detail.
Use of scoria at 30%% cement replacement level delayed significantly initial corrosion times under chloride-bearing environments.
Open image in new window Fig. 9 Average corrosion times of specimens at 28 and 90 days curing.
Figure 9 presents the average corrosion times required to crack the specimens made with CEM I, CEM II/A-P and CEM II/B-P.
For the AFCI glass, secondary phase formation begins during the corrosion times considered here, and these new phases are detected within the alteration layers.
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