Reduced order modeling strategies for computational multiscale fracture

被引:93
作者
Oliver, J. [1 ,2 ]
Caicedo, M. [1 ]
Huespe, A. E. [1 ,3 ]
Hernandez, J. A. [2 ,4 ]
Roubin, E. [5 ]
机构
[1] Tech Univ Catalonia BarcelonaTech, ETS Engn Camins Canals Ports, Campus Nord UPC,Madul C-1,Jordi Girona 1-3, Barcelona 08034, Spain
[2] CIMNE Ctr Int Metodes Numer Engn, Campus Nord UPC,Madul C-1,Jordi Girona I-3, Barcelona 08034, Spain
[3] UNL, CONICET, CIMEC, Guemes 3450, Santa Fe, Argentina
[4] Tech Univ Catalonia BarcelonaTech, Escola Super Engn Ind Aerosp & Audiovisual Terras, C Colom II, Terrassa 08222, Spain
[5] Univ Grenoble Alpes UGA, CNRS Domaine Univ, Lab 3SR, F-38000 Grenoble, France
基金
欧洲研究理事会;
关键词
Reduced Order Modeling (ROM); Hyper-Reduced Order Modeling (HPROM); Multiscale fracture models; Computational homogenization; Reduced Optimal Quadrature (ROQ); HIGH-ASPECT-RATIO; CONSTITUTIVE-EQUATIONS; HOMOGENIZATION; REDUCTION; MECHANICS; DISCONTINUITIES; FORMULATION; CONCRETE;
D O I
10.1016/j.cma.2016.09.039
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The paper proposes some new computational strategies for affordably solving multiscale fracture problems through a FE2 approach. To take into account the mechanical effects induced by fracture at the microstructure level the Representative Volume Element (RVE), assumed constituted by an elastic matrix and inclusions, is endowed with a large set of cohesive softening bands providing a good representation of the possible microstructure crack paths. The RVE response is then homogenized in accordance with a model previously developed by the authors and upscaled to the macro-scale level as a continuum stress strain constitutive equation, which is then used in a conventional framework of a finite element modeling of propagating fracture. For reduced order modeling (ROM) purposes, the RVE boundary value problem is first formulated in displacement fluctuations and used, via the Proper Orthogonal Decomposition (POD), to find a low-dimension space for solving the reduced problem. A domain separation strategy is proposed as a first technique for model order reduction: unconventionally, the low-dimension space is spanned by a basis in terms of fluctuating strains, as primitive kinematic variables, instead of the conventional formulation in terms of displacement fluctuations. The RVE spatial domain is then decomposed into a regular domain (made of the matrix and the inclusions) and a singular domain (constituted by cohesive bands), the required RVE boundary conditions are rephrased in terms of strains and imposed via Lagrange multipliers in the corresponding variational problem. Specific low-dimensional strain basis is then derived, independently for each domain, via the POD of the corresponding strain snapshots. Next step consists of developing a hyper-reduced model (HPROM). It is based on a second proposed technique, the Reduced Optimal Quadrature (ROQ) which, again unconventionally, is determined through optimization of the numerical integration of the primitive saddle-point problem arising from the RVE problem, rather than its derived variational equations, and substitutes the conventional Gauss quadrature. The ROQ utilizes a very reduced number of, optimally placed, sampling points, the corresponding weights and placements being evaluated through a greedy algorithm. The resulting low-dimensional and reduced-quadrature variational problem translates into very relevant savings on the computational cost and high computational speed-ups. Particular attention is additionally given to numerical tests and performance evaluations of the new hyper-reduced methodology, by "a-priori" and "a-posteriori" error assessments. Moreover, for the purposes of validation of the present techniques, a real structural problem exhibiting propagating fracture at two-scales is modeled on the basis of the strain injection-based multiscale approach previously developed by the authors. The performance of the proposed strategy, in terms of speed-up vs. error, is deeply analyzed and reported. (C) 2016 The Authors. Published by Elsevier B.V.
引用
收藏
页码:560 / 595
页数:36
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