Topology optimization of structures with interval random parameters

被引:30
作者
Chen, Ning [1 ]
Yu, Dejie [1 ]
Xia, Baizhan [1 ]
Ma, Zhengdong [2 ]
机构
[1] Hunan Univ, State Key Lab Adv Design & Mfg Vehicle Body, Changsha 410082, Hunan, Peoples R China
[2] Univ Michigan, Dept Mech Engn, Ann Arbor, MI 48105 USA
基金
中国国家自然科学基金;
关键词
Topology optimization; Random distribution; Interval variable; Random moment method; Perturbation method; RELIABILITY; DISTRIBUTIONS; UNCERTAINTY; EXCITATION; DESIGN; SHAPE;
D O I
10.1016/j.cma.2016.03.036
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The aim of this paper is to present a robust topology optimization methodology for structures with imprecise probability uncertainty. In this paper, the imprecise probability uncertainties are treated with an interval random model, in which the probability variables are used to model the uncertain parameters and some distribution parameters of probability variables are expressed as interval variables instead of a precise value. In the presented methodology, the deterministic topology optimization techniques and the hybrid stochastic interval perturbation method (HSIPM) are combined to obtain robust topology designs for structures with interval random parameters. The exploitation of HSIPM transforms the problem of topology optimization with interval random parameters into an augmented deterministic topology optimization problem. This provides a computationally cheap alternative to Monte Carlo-based optimization algorithms. Several numerical examples are presented to demonstrate the effectiveness of the proposed method. (C) 2016 Elsevier B.V. All rights reserved.
引用
收藏
页码:300 / 315
页数:16
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