Research Article
Prediction of Chloride Diffusion in Concrete Structure Using Meshless Methods
Table 6
The initiation period of corrosion as calculated by different methods.
| | Initiation period (year) | MWLS | EFG | FEM | Exact solutions |
| | is a constant | 3.00 | 3.15 | 3.30 | 3.25 | | is a time-dependent function | 3.30 | 5.60 | 5.85 | — |
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