PSI - Issue 48
Oleh Yasniy et al. / Procedia Structural Integrity 48 (2023) 183–189 Author name / Structural Integrity Procedia 00 (2019) 000 – 000
187 5
0.010
0.010
0.008
0.008
0.006
0.006
0.004
0.004
Strain, mm/mm
0.002
0.002
Strain (pred), mm/mm
0.000
0.000
0.000
0.005
0.010
0.000
0.005
0.010
Strain (exp), mm/mm
Strain, mm/mm
Fig. 5. The predicted and experimental data of the non-linear region (0-0.01) of the strain for different temperatures obtained by the method of k nearest neighbors (left) and random forests (right)
300
300
Exp Pred_20 Pred_100 Pred_150 Pred_200 Pred_250 Pred_300
250
250
Exp Pred_20 Pred_100 Pred_150 Pred_200 Pred_250 Pred_300
200
200
150
150
100
100
Stress, MPa
Stress, MPa
50
50
0
0
0.000 0.002 0.004 0.006 0.008 0.010
0.000 0.002 0.004 0.006 0.008 0.010
Strain, mm/mm
Strain, mm/mm
Fig. 6. The predicted and experimental dependences of the non-linear region (0-0.01) of the strain for different temperatures obtained by the method of k-nearest neighbors (left) and random forests (right)
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