Research Article
Prediction of Chloride Diffusion in Concrete Structure Using Meshless Methods
Table 2
Results of MWLS, EFG, and FEM and exact solutions at a few specific locations (31 nodes,
years).
| Location (m) | Chloride concentration (%) | | MWLS | EFG | FEM | Exact |
| 0.01 | 4.1125 | 4.1132 | 4.1174 | 4.1129 | 0.03 | 2.5014 | 2.5067 | 2.5110 | 2.5058 | 0.05 | 1.3109 | 1.3134 | 1.3096 | 1.3112 | 0.07 | 0.5889 | 0.5855 | 0.5800 | 0.5826 | 0.09 | 0.2268 | 0.2207 | 0.2182 | 0.2180 | 0.11 | 0.0754 | 0.0702 | 0.0690 | 0.0682 | 0.13 | 0.0229 | 0.0196 | 0.0186 | 0.0178 | 0.15 | 0.011 | 0.00087 | 0.007637 | 0.0039 |
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