PSI - Issue 63

Petr Konečný et al. / Procedia Structural Integrity 63 (2024) 21 – 26

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years’ delay in chloride exposure. Moreover, Figs. 1 and 2 present the effect of gradual increase of chloride exposure delay.

Fig 1. Comparison of time to onset of corrosion for OPC concrete mixture considering the effect delay in chloride ingress.

Fig 2. Comparison of time to onset of corrosion for HPC concrete mixture considering the effect delay in chloride ingress.