Dimensional hyper-reduction of nonlinear finite element models via empirical cubature

被引:112
作者
Hernandez, J. A. [1 ,2 ]
Caicedo, M. A. [1 ]
Ferrer, A. [1 ,2 ]
机构
[1] Tech Univ Catalonia, Ctr Int Metodes Numer Engn CIMNE, Edificio Cl,Campus Norte,Jordi Girona 1-3, Barcelona 08034, Spain
[2] Escola Super Engn Ind Aerosp & Audiovisual Terras, CI Colom11, Terrassa 08222, Spain
基金
欧洲研究理事会;
关键词
Reduced-order model; Hyper-reduction; Optimized cubature; Finite elements; Singular Value Decomposition; INTERPOLATION METHOD; MULTISCALE METHOD; HOMOGENIZATION; APPROXIMATION; EQUATIONS; FLOWS; MEDIA;
D O I
10.1016/j.cma.2016.10.022
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
We present a general framework for the dimensional reduction, in terms of number of degrees of freedom as well as number of integration points ("hyper-reduction"), of nonlinear parameterized finite element (EL) models. The reduction process is divided into two sequential stages. The first stage consists in a common Galerkin projection onto a reduced-order space, as well as in the condensation of boundary conditions and external forces. For the second stage (reduction in number of integration points), we present a novel cubature scheme that efficiently determines optimal points and associated positive weights so that the error in integrating reduced internal forces is minimized. The distinguishing features of the proposed method are: (1) The minimization problem is posed in terms of orthogonal basis vector (obtained via a partitioned Singular Value Decomposition) rather that in terms of snapshots of the integrand. (2) The volume of the domain is exactly integrated. (3) The selection algorithm need not solve in all iterations a nonnegative least-squares problem to force the positiveness of the weights. Furthermore, we show that the proposed method converges to the absolute minimum (zero integration error) when the number of selected points is equal to the number of internal force modes included in the objective function. We illustrate this model reduction methodology by two nonlinear, structural examples (quasi-static bending and resonant vibration of elastoplastic composite plates). In both examples, the number of integration points is reduced three order of magnitudes (with respect to FE analyses) without significantly sacrificing accuracy. (C) 2016 The Authors. Published by Elsevier B.V.
引用
收藏
页码:687 / 722
页数:36
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