Topology optimization of continuum structures under frequency excitation load based on dynamic natural element method

被引:0
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作者
Xu J. [1 ]
Ma Y. [1 ,2 ]
机构
[1] Shanghai Institute of Applied Mathematics, Shanghai University, Shanghai
[2] Department of Mechanics, Shanghai University, Shanghai
来源
关键词
Frequency excitation; Meshless method; dynamics; Natural element method; Topology optimization;
D O I
10.13465/j.cnki.jvs.2019.21.035
中图分类号
学科分类号
摘要
The natural element method is a meshless one with shape function formed using Voronoi diagram. According to advantages of the natural element method, topology optimization method of continuum structures under frequency excitation load based on dynamic natural element method was proposed. Using isotropic solid micro-structure penalty (ISMP) model, taking relative density of nodes as design variables and the dynamic flexibility being the minimum as the objective, a topology optimization model was built under frequency excitation load. The adjoint analysis method was used to perform sensitivity analysis, and the optimization criteria method was used to solve the optimization model. The numerical example computation results showed that this method can be used not only to obtain the optimization results with chess-free phenomenon, but also has a higher computational efficiency compared with other meshless methods to verify its feasibility and effectiveness. © 2019, Editorial Office of Journal of Vibration and Shock. All right reserved.
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页码:252 / 258
页数:6
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