A multi-grid extended finite element method for elastic crack growth simulation

The eXtended Finite Element Method (X-FEM) has been applied to a wide range of applications, in particular for crack growth simulations in structural mechanics. However, for real applications (engineering simulations,...), even if one does not need to mesh the crack, it is necessary to take into account the different spatial scales linked to the size of the domain, the geometry of the boundary, the size of the boundary with prescribed displacement or loading, the discretized "representation" of the crack,... In this respect, one proposes in this paper to couple the eXtended Finite Element Method with a multi-grid strategy. Details are given for numerical implementation with a hierarchical finite element strategy. Finally, some examples are given (mixed mode crack growth simulations) to validate the method.

[1]  J. Hall,et al.  The multigrid method in solid mechanics: Part I—Algorithm description and behaviour , 1990 .

[2]  F. Feyel A multilevel finite element method (FE2) to describe the response of highly non-linear structures using generalized continua , 2003 .

[3]  I. Babuska,et al.  The partition of unity finite element method: Basic theory and applications , 1996 .

[4]  N. Moës,et al.  Improved implementation and robustness study of the X‐FEM for stress analysis around cracks , 2005 .

[5]  Jacob Fish,et al.  Multiscale enrichment based on partition of unity , 2005 .

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

[7]  Laurent Champaney,et al.  A multiscale computational strategy for crack propagation with local enrichment , 2005 .

[8]  I. D. Parsons,et al.  The multigrid method in solid mechanics: Part II—Practical applications , 1990 .

[9]  M. Dubourg,et al.  A Mixed Mode Fatigue Crack Growth Model Applied to Rolling Contact Fatigue , 2005 .

[10]  A. Combescure,et al.  A mixed augmented Lagrangian‐extended finite element method for modelling elastic–plastic fatigue crack growth with unilateral contact , 2007 .

[11]  A. Brandt Multi-level adaptive technique (MLAT) for fast numerical solution to boundary value problems , 1973 .

[12]  John E. Dolbow,et al.  Domain integral formulation for stress intensity factor computation along curved three-dimensional interface cracks , 1998 .

[13]  Alain Combescure,et al.  Multi‐time‐step and two‐scale domain decomposition method for non‐linear structural dynamics , 2003 .