Table 1 Correspondence between Eq. (1) and the governing differential equations.
From: Reliability of Reinforced Concrete Structures Subjected to Corrosion-Fatigue and Climate Change
Physical problem | \( \psi \) | \( \zeta \) | \( J \) | \( J' \) | \( q_{\psi }^{s} \) |
|---|---|---|---|---|---|
Chloride ingress | C fc | 1 | \( D_{c}^{*} \vec{\nabla }C_{fc} \) | \( C_{fc} D_{h}^{*} \vec{\nabla }h \) | \( q_{h}^{s} \) |
Moisture diffusion | h | ∂w e /∂h | \( D_{h}^{*} \vec{\nabla }h \) | 0 | 0 |
Heat transfer | T | ρ c c q | \( \lambda \vec{\nabla }T \) | 0 | 0 |