An adaptive algorithm to build up sparse polynomial chaos expansions for stochastic finite element analysis

被引:628
作者
Blatman, Geraud [1 ,2 ]
Sudret, Bruno [1 ,3 ]
机构
[1] IFMA LaMI, F-63175 Aubiere, France
[2] EDF R&D, Dept Mat & Mecan Composants, F-77250 Moret Sur Loing, France
[3] Phimeca Engn SA, Ctr Affaires Zenith, F-63800 Cournon Dauvergne, France
关键词
Adaptive stochastic finite elements; Sequential experimental design; Sparse polynomial chaos expansion; Regression; Structural reliability; Response surfaces; PARTIAL-DIFFERENTIAL-EQUATIONS; STRUCTURAL RELIABILITY; NATAF TRANSFORMATION; DECOMPOSITION; SYSTEMS; COPULA;
D O I
10.1016/j.probengmech.2009.10.003
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
Polynomial chaos (PC) expansions are used in stochastic finite element analysis to represent the random model response by a set of coefficients in a suitable (so-called polynomial chaos) basis. The number of terms to be computed grows dramatically with the size of the input random vector, which makes the computational cost of classical solution schemes (may it be intrusive (i.e. of Galerkin type) or non-intrusive) unaffordable when the deterministic finite element model is expensive to evaluate. To address such problems, this paper describes a non-intrusive method that builds a sparse PC expansion. An adaptive regression-based algorithm is proposed for automatically detecting the significant coefficients of the PC expansion. Besides the sparsity of the basis, the experimental design used at each step of the algorithm is systematically complemented in order to ensure the well-posedness of the various regression problems. The accuracy of the PC model is checked using classical tools of statistical learning theory (e.g. leave-one-out cross-validation). As a consequence, a rather small number of PC terms is eventually retained (sparse representation), which may be obtained at a reduced computational cost compared to the classical "full" PC approximation. The convergence of the algorithm is shown on an academic example. Then the method is illustrated on two stochastic finite element problems, namely a truss and a frame structure involving 10 and 21 input random variables, respectively. (C) 2009 Elsevier Ltd. All rights reserved.
引用
收藏
页码:183 / 197
页数:15
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