Research Article
Prediction of Chloride Diffusion in Concrete Structure Using Meshless Methods
Table 4
Comparison of MWLS results with EFG, FEM, exact solutions at the specified locations (
).
| Location | ā | Chloride concentration (%), exposure time years | MWLS | EFG | FEM | Exact solutions |
| | | 0.4190 | 0.3926 | 0.3909 | 0.3909 | | 0.2894 | 0.2363 | 0.2358 | 0.2355 | | 0.2008 | 0.1501 | 0.1501 | 0.1497 | | 0.1455 | 0.1151 | 0.1151 | 0.1144 |
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