Research Article

Mixed Static and Dynamic Optimization of Four-Parameter Functionally Graded Completely Doubly Curved and Degenerate Shells and Panels Using GDQ Method

Table 2

Optimization of the six different structures of Figure 4: (a) square plate, (b) cylindrical panel, (c) conical shell, (d) toroidal shell panel, (e) catenoidal panel, and (f) elliptic paraboloid. : optimization of the first frequency ; : optimization of maximum bending displacement ; : optimization of the first frequency and maximum bending displacement .

Method Final frequencyFinal displacementFinal fitnessComputational time (min)

Rectangular plate
: target frequency  Hz

MC0.05582−0.5683117.864559.14279265.36499 25
GA0.08800−0.061605.024409.53080268.81630 42
PSO−0.25829−0.130110.671703.43176268.71000 31

Cylindrical panel
: target displacement

MC1.118951.105881.0949313.33798186.78559 32
GA0.12710−0.330406.119303.03030202.41150 14
PSO0.35190−0.262776.905181.75727197.75230 20

Conical shell
: target frequency and target displacement

MC0.00984−0.7408614.7742227.83370330.94622 35
GA0.08800−0.3265016.656907.72240321.89420 25
PSO0.05769−0.493319.857538.35549322.04900 43

Toroidal shell panel
: target displacement

MC0.05350−0.5425117.6032020.6483620.21863 21
GA0.02930−0.7820012.7273025.9042020.56750 3
PSO0.10430−0.582848.538598.2243020.48775 6

Catenoidal panel
: target frequency

MC1.061220.905882.068312.50895595.86858 55
GA0.08800−0.4839013.1183013.97850590.77480 45
PSO0.09089−0.3206118.3363814.94431590.11938 43

Elliptic paraboloid
: target frequency and target displacement

MC0.299170.0299719.543112.65521332.68799 43
GA0.08800−0.299103.010804.93650327.62800 22
PSO0.25269−0.6512013.497642.90612327.39815 25