Robust concurrent topology optimization of multiscale structure under single or multiple uncertain load cases

被引:6
|
作者
Cai, Jinhu [1 ]
Wang, Chunjie [1 ,2 ]
Fu, Zhifang [3 ]
机构
[1] Beihang Univ, Sch Mech Engn & Automat, Beijing 100083, Peoples R China
[2] Beihang Univ, State Key Lab Virtual Real & Syst, Beijing, Peoples R China
[3] Inst China Acad Aerosp Elect Technol, Beijing, Peoples R China
基金
中国国家自然科学基金;
关键词
concurrent topology optimization; multiscale structure; numerical homogenization; sensitivity analysis; uncertain load cases; SENSITIVITY-ANALYSIS METHOD; WEIGHTED-SUM METHOD; MULTIOBJECTIVE OPTIMIZATION; HIERARCHICAL-OPTIMIZATION; COMPOSITE MACROSTRUCTURE; DESIGN; MICROSTRUCTURE;
D O I
10.1002/nme.6275
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Concurrent topology optimization of macrostructure and material microstructure has attracted significant interest in recent years. However, most of the existing works assumed deterministic load conditions, thus the obtained design might have poor performance in practice when uncertainties exist. Therefore, it is necessary to take uncertainty into account in structural design. This article proposes an efficient method for robust concurrent topology optimization of multiscale structure under single or multiple load cases. The weighted sum of the mean and standard deviation of the structural compliance is minimized and constraints are imposed to both the volume fractions of macrostructure and microstructure. The effective properties of the microstructure are calculated via the homogenization method. An efficient sensitivity analysis method is proposed based on the superposition principle and orthogonal similarity transformation of real symmetric matrices. To further reduce the computational cost, an efficient decoupled sensitivity analysis method for microscale design variables is proposed. The bidirectional evolutionary structural optimization method is employed to obtain black and white designs for both macrostructure and microstructure. Several two-dimensional and three-dimensional numerical examples are presented to demonstrate the effectiveness of the proposed approach and the effects of load uncertainty on the optimal design of both macrostructure and microstructure.
引用
收藏
页码:1456 / 1483
页数:28
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