On the need for the use of error-controlled finite element analyses in structural shape optimization processes with evolutionary algorithms

被引:3
|
作者
Jose Rodenas, Juan [1 ]
Bugeda, Gabriel [2 ]
Albelda, Jose [1 ]
Onate, Eugenio [2 ]
Nadal, Enrique [1 ]
机构
[1] Univ Politecn Valencia, Ctr Invest Tecnol Vehlculos, Valencia 46022, Spain
[2] UPC, CIMNE, Barcelona 08034, Spain
来源
REVISTA INTERNACIONAL DE METODOS NUMERICOS PARA CALCULO Y DISENO EN INGENIERIA | 2012年 / 28卷 / 01期
关键词
Structural shape optimization; Error estimation; Adaptive remeshing; Sensitivity analysis; Evolutionary algorithms; SUPERCONVERGENT PATCH RECOVERY; METHODOLOGY; ESTIMATOR;
D O I
10.1016/j.rimni.2011.11.005
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This work analyzes the influence of the discretization error contained in the Finite Element (FE) analyses of each design configuration proposed by the structural shape optimization algorithms over the behavior of the algorithm. The paper clearly shows that if FE analyses are not accurate enough, the final solution provided by the optimization algorithm will neither be optimal nor satisfy the constraints. The need for the use of adaptive FE analysis techniques in shape optimum design will be shown. The paper proposes the combination of two strategies to reduce the computational cost related to the use of mesh adaptivity in evolutionary optimization algorithms: (a) the use of the algorithm described by Bugeda et al. [1] which reduces the computational cost associated to the adaptive FE analysis of each geometrical configuration and, (b) the successive increase of the required accuracy of the FE analyses in order to obtain a considerable reduction of the computational cost in the early stages of the optimization process. (C) 2011 CIMNE (Universitat Politecnica de Catalunya). Published by Elsevier Espana, S.L. All rights reserved.
引用
收藏
页码:1 / 11
页数:11
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