A_Fe 0.41[V] "Tafel slope iron oxidation"
A_H2 -0.15[V] "Tafel slope hydrogen evolution"
A_O2 -0.18[V] "Tafel slope oxygen reduction"
C_O2_ref 8.6[mol/m^3] "Oxygen reference concentration"
Eeq_Fe -0.76[V] "Iron oxidation equilibrium potential"
Eeq_H2 -1.03[V] "Hydrogen evolution equilibrium potential"
Eeq_O2 0.189[V] "Oxygen reduction equilibrium potential"
i0_Fe 7.1e-5[A/m^2] "Iron oxidation exchange current density"
i0_H2 1.1e-2[A/m^2] "Hydrogen evolution current density"
i0_O2 7.7e-7[A/m^2] "Oxygen reduction exchange current density"
Eeq_Zn -0.68[V] "Zn equilibrium potential"
L 3.175e-2[m] "Concrete section length"
R_rebar 0.635e-2[m] "Reinforcing bar radius"
S 2.54e-2[m] "Concrete thickness"
W 6.35e-2[m] "Width of concrete section"
PS 0.6 "Pore saturation"
E_app -1[V] "Applied cell potential"
r_rebar 1[cm]/2 "Radius of rebar"
rho_oxide 5.240[g/cm^3] "Density of iron oxide"
M_oxide 159.688[g/mol] "Molar mass of iron oxide"
rho_Fe 7.87[g/cm^3] "Density of iron"
M_Fe 55.845[g/mol] "Molar mass of iron"
sigmap 2e6[Pa] "Tensile strength of concrete"
Gf 100[J/m^2] "Strain softening input for concrete"
lint 2e-4[m] "Implicit gradient length scale for concrete"
hdmg 6e-3[m] "Size of the damage dissipation zone"