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Table 8 Comparison of optimal designs for the 200-bar spatial truss structure

From: Improved fruit fly algorithm on structural optimization

Bar group number

Bar section area (unit: m2)

IA

PSO

FOA

IAFOA

A1

0.2998

0.3078

0.4439

0.2879

A2

0.5564

0.4571

1.0438

0.4853

A3

0.2867

0.1006

0.3769

0.1002

A4

0.1908

0.1006

0.1494

0.1002

A5

0.8329

0.5093

0.4835

0.4985

A6

0.6598

0.8277

0.8103

0.8038

A7

0.1779

0.1051

0.2364

0.1031

A8

1.4794

1.4339

1.4554

1.3769

A9

0.4462

0.1013

1.0103

0.1000

A10

1.4566

1.5497

2.1382

1.5541

A11

1.2295

1.1535

0.8583

1.1507

A12

0.2794

0.1469

1.2718

0.1332

A13

1.9279

2.9492

2.0807

3.0109

A14

0.1179

0.1111

0.2677

0.1005

A15

3.4435

3.2199

3.2403

3.2584

A16

1.3953

1.5796

2.0098

1.6205

A17

0.6288

0.2901

1.5956

0.2079

A18

4.8937

5.1002

6.2338

5.0203

A19

0.6093

0.1101

0.5793

0.1328

A20

5.4397

5.4594

3.0520

4.8531

A21

1.8439

2.9007

1.8121

2.0138

A22

1.4273

0.6489

1.2986

0.7201

A23

8.1702

7.6592

5.8810

7.7219

A24

0.3271

0.1379

0.2324

0.1819

A25

10.902

8.0097

7.7536

8.9438

A26

2.9359

2.7602

2.6871

2,9953

A27

19.5329

10.4765

10.2694

10.2049

A28

20.9768

21.3501

21.5704

20.6507

A29

15.7301

10.5014

8.2901

11.5468

Weight (kg)

2298.73

2276.59

2259.86

2156.05