Concurrent topology optimization for time-domain dynamic stiffness problem of two-scale hierarchical structure

被引:0
|
作者
Jiang X. [1 ]
Ma J. [1 ]
Teng X. [2 ]
机构
[1] School of Mechanical and Power Engineering, Harbin University of Science and Technology, Harbin
[2] School of Mechanical and Electrical Engineering, Harbin Engineering University, Harbin
来源
关键词
concurrent topology optimization; dynamic stiffness in the domain; energy-based homogenization method (EBHM); HHT-a method; two-scale hierarchical structure;
D O I
10.13465/j.cnki.jvs.2023.15.005
中图分类号
学科分类号
摘要
Here, the concurrent topology optimization method for dynamic stiffness in the domain problem of dual-scale hierarchical structure was proposed to realize collaborative optimization of macroscopic topological configuration of structure and microscopic distribution of materials. Three-field density method was used to perform designing macro and micro structures, and energy-based homogenization method (EBHM) was used to calculate equivalent macro mechanical properties for micro structures. Aiming at proportional damping systems, HHT-a method was taken as a time integration algorithm to solve dynamic finite element model of multi-scale structure. Fusing the first discrete-then differential method and the adjoint method, sensitivity analysis was performed for the topological optimization model with discrete time and space to avoid the consistency error problem of sensitivity calculation due to taking time as a continuous variable. With the objective to minimize the dynamic flexibility of multi-scale structure and taking volumes of macro and micro structures as constraints, concurrent topology optimization problems of multi-scale structure under sinusoidal and cosine half-wave impact loads were solved, respectively. Finally, the effectiveness of the proposed algorithm was verified with numerical results of 2 typical examples. © 2023 Chinese Vibration Engineering Society. All rights reserved.
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页码:31 / 41
页数:10
相关论文
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