Prediction of Chloride Diffusion in Concrete Structure Using Meshless Methods

Table 3

The initiation period of corrosion by different methods (at 31 nodes).

Initiation period (year)	MWLS	EFG	FEM	Exact solutions
is a constant	4.50	4.55	4.60	4.67
is a time-dependent function	6.00	6.35	6.40	—