Skip to main content
International Journal of Concrete Structures and Materials

Table 3 Polarization data used in the model has been adopted from works of Kranc and Sagues (2001).

From: Enhanced Predictive Modelling of Steel Corrosion in Concrete in Submerged Zone Based on a Dynamic Activation Approach

Parameter

Anodic

Cathodic

Unit

Exchange current density (\( i_{ }^{0} \))

1.875 × 10−4

6.25 × 10−6

A/m2

Tafel slope (\( \beta_{ } \))

60

− 160

V/dec

Equilibrium potential (\( \emptyset_{ }^{0} \))

− 780

160

mV/SCE

Back to article page