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摘要:
The structure parameters of 6-degree of freedom(DOF)vibration isolation platform have a significant effect on its performance.To make the designed vibration isolation platform perform well,non-dominanted sorting genetic algorithm version Ⅱ(NSGA-Ⅱ)was applied to optimize its structure based on the transfer matrix method for multibody systems.Firstly,the Jacobian matrix of 6-DOF vibration isolation platform was solved based on kinematics.Secondly,the transfer equation of 6-DOF vibration isolation system was established by the linear transfer matrix method for multibody systems.And the formula of its natural frequency was derived according to the boundary conditions of the system.Thirdly,the manipulability index was constructed based on a dimensionless Jacobian matrix.And a new performance index function was established considering the influence of dynamic isotropic and legs mass.Fourthly,genetic algorithm(GA)and NSGA-Ⅱ were used to optimize the structure of the 6-DOF vibration isolation platform under the same conditions,respectively.It showed that NSGA-Ⅱ had higher optimization efficiency,better calculation accuracy and shorter optimization time than that of GA.Finally,NSGA-Ⅱwas adopted for multi-objective optimization design of 6-DOF vibration isolation platform based on the constraint conditions.Optimal Pareto solutions were obtained,which provides structural parameters for subsequent design work.Therefore,the proposed optimization method and the performance index in this paper provide a theoretical basis for the optimal design of relevant vibration isolation mechanism.
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篇名 Optimal design of 6-DOF vibration isolation platform based on transfer matrix method for multibody systems
来源期刊 力学学报(英文版) 学科
关键词
年,卷(期) 2021,(1) 所属期刊栏目 DYNAMICS,VIBRATION,AND CONTROL
研究方向 页码范围 127-137
页数 11页 分类号
字数 语种 英文
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期刊影响力
力学学报(英文版)
双月刊
0567-7718
11-2063/O3
16开
北京中关村15号中科院力学所内
1985
eng
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