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 ().

Locationā€‰ Chloride concentration (%), exposure time years
MWLSEFGFEMExact solutions

0.41900.39260.39090.3909
0.28940.23630.23580.2355
0.20080.15010.15010.1497
0.14550.11510.11510.1144