Mechanical structure topological optimization method based on multi-population genetic algorithm
A topology optimization and genetic algorithm technology, applied in the field of lightweight design of mechanical structures, can solve the problems of unstable results, falling into local optimal solutions, and the structure cannot find a global optimal solution, etc., and achieves improved probability and structural flexibility. The effect of small degree and high computational efficiency
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Embodiment 1
[0072] Example 1: Optimization of a two-dimensional cantilever beam structure
[0073] The cantilever beam structure is as image 3 As shown, the specific structural parameters are: the size is 80mm×50mm×1mm, the elastic modulus of the material is 100GPa, and the Poisson’s ratio is 0.3, and a vertical downward concentrated load of F=100N is applied at the midpoint of the right end of the structure , the design area is discretized into 80×50 square units. The optimization parameters adopted are: penalty factor p=3, target volume constraint limit f V = 50%, unit sensitivity filter radius r min =3, the minimum relative density ρ of the unit min =0.001, the length of unit individual gene string length=4, the population size M=40, the convergence error limit τ=0.1%, the initial selection ratio f of the unit in the "low class" v-int = 0.8, at least keep algebra gen = 1, parameter pen = 1.5.
[0074] Adopt the method of the present invention to finish image 3 Topology optimiza...
Embodiment 2
[0079] Example 2: Topology optimization of a two-dimensional cantilever beam structure where the initial design area is a conjecture
[0080] The structural dimensions and material parameters of the cantilever beam are the same as in Example 1, but the initial design area is Figure 6 In the conjecture part shown, the finite element mesh is divided by square elements with a side length of 1 mm. The initial selection ratio f of units in the "lower class" v-int =0.66, parameter pen=1.0, and other optimization parameters are the same as embodiment 1. Figure 7 It is the optimization result of 8 times of topology optimization, and it can still be seen that the optimization result will not change significantly.
[0081] For Example 2, the optimal structural topological flexibility and corresponding calculation iteration steps obtained by the three methods are shown in Table 2:
[0082] Table 2 Comparison of the solution results of the three methods
[0083]
[0084] Table 2 ...
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