Application of Soft Computing Paradigm to Large Deformation Analysis of Cantilever Beam under Point Load

Table 5

Analysis of fitness value and performance indicators obtained by the proposed algorithm during 100 independent runs for different cases of dimensionless end-point load.

Case I

Case II

Case III

Case IV

Min

Mean

Std.

Min

Mean

Std.

Min

Mean

Std.

Min

Mean

Std.

Fit

1.19E − 09

1.80E − 08

1.88E − 08

1.83E − 09

5.18E − 08

3.59E − 08

4.51E − 09

1.10E − 07

1.36E − 07

7.39E − 09

1.60E − 07

2.64E − 07

MAD

1.92E − 06

1.08E − 05

5.53E − 06

3.75E − 06

1.52E − 05

4.94E − 06

3.58E − 06

2.79E − 05

1.80E − 05

3.05E − 06

3.18E − 05

2.64E − 05

TIC

1.27E − 06

6.93E − 06

3.66E − 06

1.35E − 06

5.00E − 06

1.59E − 06

7.94E − 07

6.12E − 06

3.86E − 06

5.23E − 07

5.17E − 06

4.27E − 06

RMSE

1.65E − 06

8.97E − 06

4.73E − 06

3.50E − 06

1.29E − 05

4.13E − 06

3.08E − 06

2.37E − 05

1.50E − 05

2.71E − 06

2.68E − 05

2.21E − 05

ENSE

6.39E − 10

2.56E − 08

2.35E − 08

6.10E − 10

1.10E − 08

7.74E − 09

2.47E − 10

2.12E − 08

2.42E − 08

1.01E − 10

1.84E − 08

3.09E − 08