Table 9.

Steel corrosion in concrete predicted by ICA–ANN and GA–ANN models

Row	Model	Results obtained by the graphs in training phase		Statistical parameters being evaluated
		R 2	Equation	RMSD	RMSE	MAE
1	ICA–ANN	0.8087	y = 0.6836x − 0.0735	0.510	0.110	0.287
2	GA–ANN	0.7028	y = 0.5985x − 0.1396	0.517	0.174	0.328