Non-Intrusive model coupling: A flexible way to handle local geometric and mechanical details in FEA

Computer Aided Engineering (CAE) often involves structural mechanics analysis (most of the time using the finite element method). When dealing with nonlinear complex models on large 3D structures, the computational cost becomes prohibitive. In this paper, we present the recent developments linked to an innovative computing method: non-intrusive coupling. Such a method allows to efficiently taking into account local modifications on an initial existing model in a non-intrusive way: the previously computed analysis is left unchanged. Large scale linear models can thus be easily computed, then localised nonlinear complex models can be used to pinpoint the analysis where required on the structure. After a presentation of the scientific context and a description of non-intrusive coupling methods, we will present its application to crack growth simulation and parallel structure analysis.

[1]  Franco Brezzi,et al.  The three‐field formulation for elasticity problems , 2005 .

[2]  Olivier Pironneau,et al.  Numerical zoom for advection diffusion problems with localized multiscales , 2011 .

[3]  Dae-Jin Kim,et al.  Analysis of three-dimensional fracture mechanics problems: A non-intrusive approach using a generalized finite element method , 2012 .

[4]  Patrick Laborde,et al.  Spider XFEM, an extended finite element variant for partially unknown crack-tip displacement , 2008 .

[5]  Laurent Champaney,et al.  A Micro-Macro Approach for Crack Propagation with Local Enrichment , 2004 .

[6]  Vincent Chiaruttini,et al.  Advanced remeshing techniques for complex 3D crack propagation , 2013 .

[7]  P. Gosselet,et al.  Technique(s) de raccord 2D-3D pour l'analyse non-intrusive de struc- tures composites stratifiées , 2013 .

[8]  Julien Réthoré,et al.  Local/global non-intrusive crack propagation simulation using a multigrid X-FEM solver , 2013 .

[9]  O. Allix,et al.  Non-intrusive and exact global/local techniques for structural problems with local plasticity , 2009 .

[10]  Mathilde Chevreuil,et al.  A multiscale method with patch for the solution of stochastic partial differential equations with localized uncertainties , 2013 .

[11]  C. Farhat,et al.  A method of finite element tearing and interconnecting and its parallel solution algorithm , 1991 .

[12]  Ted Belytschko,et al.  A finite element method for crack growth without remeshing , 1999 .

[13]  Raphael T. Haftka,et al.  Fast exact linear and non‐linear structural reanalysis and the Sherman–Morrison–Woodbury formulas , 2001 .

[14]  Paul A. Wawrzynek,et al.  Quasi-automatic simulation of crack propagation for 2D LEFM problems , 1996 .

[15]  Stéphane Pagano,et al.  Changement d'échelles et zoom structural , 2011 .

[16]  Guillaume Rateau,et al.  The Arlequin method as a flexible engineering design tool , 2005 .