Research Article

Mechanical Performance versus Corrosion Damage Indicators for Corroded Steel Reinforcing Bars

Table 8

Relation of CDI and PIs for practical corrosion conditions.

CDINominal diameter: 16 mm

Corrosion rate [µm/year]Time in years to reach a mass loss of 5% for the following conditions
Poor concrete, low concrete cover, and/or cracked concrete Uncracked concrete or only small cracks together with a good concrete and a sufficient concrete cover
Low: 1.16>150>150
High: 11.6<20<45

PIsNominal diameter: 16 mm

Mass loss [%]Mean value
res. [—]
5% quantile value res. [—]Mean value
res.dE [%]
5% quantile value res.dE [MPa]
5.00.80.5580%55%
Mass loss [%]Mean value res. [%]5% quantile value res. [%]
5.05025