Prediction of Chloride Diffusion in Concrete Structure Using Meshless Methods

Table 1

RMS (%) error of different weight functions at 31 nodes for exposure time years.

	Quartic spline		Cubic spline		Gaussian function ()
	MWLS	EFG	MWLS	EFG	MWLS	EFG
	0.1888	0.1300	0.1441	0.0622	0.1725	0.8256
	0.1485	0.1626	0.1097	0.0877	0.1397	0.8219
	0.1068	0.2518	0.1008	0.1854	0.1211	0.8944