PSI - Issue 64

Fritz Binder et al. / Procedia Structural Integrity 64 (2024) 175–182 Fritz Binder / Structural Integrity Procedia 00 (2019) 000 – 000

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Fig. 3: Development of the corrosion potential (left) and boxplot (right) for column #03 repaired with a coating.

Fig. 4: Development of the corrosion potential (left) at different heights and boxplot (right) for column #17 repaired with hydrophobic treatment.

Fig. 5: Corrosion current and the derived cumulative corrosion rate over time on column #03 repaired with coating.