Robust topology optimization under material and loading uncertainties using an evolutionary structural extended finite element method

被引:21
|
作者
Rostami, Seyyed Ali Latifi [1 ]
Kolahdooz, Amin [2 ]
Zhang, Jian [1 ]
机构
[1] Jiangsu Univ, Dept Mech & Engn Sci, Zhenjiang 212013, Jiangsu, Peoples R China
[2] De Montfort Univ, Sch Engn & Sustainable Dev, Fac Technol, Leicester LE1 9BH, Leics, England
基金
中国国家自然科学基金;
关键词
Robust topology optimization; Continuous structure; Uncertainty; Evolutionary structural optimization; Extended finite element method; CONTINUUM STRUCTURES; BOUNDARY-ELEMENT; STOCHASTIC FEM; DESIGN;
D O I
10.1016/j.enganabound.2021.08.023
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This research presents a novel algorithm for robust topology optimization of continuous structures under material and loading uncertainties by combining an evolutionary structural optimization (ESO) method with an extended finite element method (XFEM). Conventional topology optimization approaches (e.g. ESO) often require additional post-processing to generate a manufacturable topology with smooth boundaries. By adopting the XFEM for boundary representation in the finite element (FE) framework, the proposed method eliminates this time-consuming post-processing stage and produces more accurate evaluation of the elements along the design boundary for ESO-based topology optimization methods. A truncated Gaussian random field (without negative values) using a memory-less translation process is utilized for the random uncertainty analysis of the material property and load angle distribution. The superiority of the proposed method over Monte Carlo, solid isotropic material with penalization (SIMP) and polynomial chaos expansion (PCE) using classical finite element method (FEM) is demonstrated via two practical examples with compliances in material uncertainty and loading uncertainty improved by approximately 11% and 10%, respectively. The novelty of the present method lies in the following two aspects: (1) this paper is among the first to use the XFEM in studying the robust topology optimization under uncertainty; (2) due to the adopted XFEM for boundary elements in the FE framework, there is no need for any post-processing techniques. The effectiveness of this method is justified by the clear and smooth boundaries obtained.
引用
收藏
页码:61 / 70
页数:10
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