Numerical simulation of continuous damage and fracture in metal-forming processes with 2D mesh adaptive methodology

An h-adaptive remeshing scheme dedicated to the simulation of macroscopic ductile cracks initiation and propagation during metal forming processes, is proposed. Cracks are represented using a procedure based on fully damaged elements deletion. Element size inside the domain and along the crack path, located inside highly localized zones, is driven by error indicators based on geometrical considerations and the derivatives of physical quantities calculated by diffuse approximation. Saw tooth effects along the crack are smoothed with the use of Bezier curves in order to reduce computational inaccuracy. The mesh can be refined and an important issue of this work is mesh coarsening in order to ensure a reasonable computational cost. Multiple domains can be handled. The procedure can be easily integrated in any standard nonlinear explicit finite element code. Specific fields transfer procedures and an automatic adaptation of the time loading sequences are also presented. The efficiency and robustness of the proposed strategy are validated through some examples which show a good agreement with experimentally observed ductile crack paths under large inelastic strains.

[1]  P. Bouchard,et al.  Numerical modelling of crack propagation: automatic remeshing and comparison of different criteria , 2003 .

[2]  Alain Rassineux,et al.  Simulation of ductile tearing by the BEM with 2D domain discretization and a local damage model , 2012 .

[3]  O. C. Zienkiewicz,et al.  Recovery procedures in error estimation and adaptivity. Part II: Adaptivity in nonlinear problems of elasto-plasticity behaviour , 1999 .

[4]  David R Hayhurst,et al.  Development of continuum damage in the creep rupture of notched bars , 1984, Philosophical Transactions of the Royal Society of London. Series A, Mathematical and Physical Sciences.

[5]  Lars-Erik Lindgren,et al.  Modelling and Simulation of Machining Processes , 2007 .

[6]  B. Nayroles,et al.  Generalizing the finite element method: Diffuse approximation and diffuse elements , 1992 .

[7]  Piotr Breitkopf,et al.  A front remeshing technique for a Lagrangian description of moving interfaces in two‐fluid flows , 2006 .

[8]  Nicolas Moës,et al.  Damage growth modeling using the Thick Level Set (TLS) approach: Efficient discretization for quasi-static loadings , 2012 .

[9]  Alain Combescure,et al.  Appropriate extended functions for X-FEM simulation of plastic fracture mechanics , 2006 .

[10]  J. Z. Zhu,et al.  The superconvergent patch recovery and a posteriori error estimates. Part 2: Error estimates and adaptivity , 1992 .

[11]  E. A. de Souza Neto,et al.  On the finite element prediction of damage growth and fracture initiation in finitely deforming ductile materials , 2004 .

[12]  Pierre Villon,et al.  Diffuse approximation for field transfer in non linear mechanics , 2006 .

[13]  R. Ho Algebraic Topology , 2022 .

[14]  J. Z. Zhu,et al.  The superconvergent patch recovery and a posteriori error estimates. Part 1: The recovery technique , 1992 .

[15]  Tarek Mabrouki,et al.  Experimental and numerical study of chip formation during straight turning of hardened AISI 4340 steel , 2005 .

[16]  Reinhard Harte,et al.  On adaptive remeshing techniques for crack simulation problems , 1998 .

[17]  Rainald Löhner,et al.  Some useful data structures for the generation of unstructured grids , 1988 .

[18]  David R. Owen,et al.  Aspects of ductile fracture and adaptive mesh refinement in damaged elasto‐plastic materials , 2001 .

[19]  I. Babuska,et al.  A‐posteriori error estimates for the finite element method , 1978 .

[20]  T. Belytschko,et al.  Non‐planar 3D crack growth by the extended finite element and level sets—Part I: Mechanical model , 2002 .

[21]  Piotr Breitkopf,et al.  Simultaneous surface and tetrahedron mesh adaptation using mesh‐free techniques , 2003 .

[22]  D. Ngo,et al.  Finite Element Analysis of Reinforced Concrete Beams , 1967 .

[23]  Bert Sluys,et al.  Numerical simulation of quasi-brittle fracture using damaging cohesive surfaces , 2000 .

[24]  Nicolas Moës,et al.  Constitutive relation error estimators for (visco)plastic finite element analysis with softening , 1999 .

[25]  M. Rashid The arbitrary local mesh replacement method: An alternative to remeshing for crack propagation analysis , 1998 .

[26]  Alain Rassineux,et al.  Surface remeshing by local hermite diffuse interpolation , 2000 .

[27]  N. Chevaugeon,et al.  A level set based model for damage growth: The thick level set approach , 2011 .

[28]  G. Touzot,et al.  Explicit form and efficient computation of MLS shape functions and their derivatives , 2000 .

[29]  Satya N. Atluri,et al.  Numerical studies in dynamic fracture mechanics , 1985 .

[30]  Juha Kuutti,et al.  A local remeshing procedure to simulate crack propagation in quasi-brittle materials , 2012 .

[31]  Pierre Ladevèze,et al.  New advances on a posteriori error on constitutive relation in f.e. analysis , 1997 .

[32]  Houman Borouchaki,et al.  Adaptive remeshing in large plastic strain with damage , 2005 .

[33]  Tarek Mabrouki,et al.  A contribution to a qualitative understanding of thermo-mechanical effects during chip formation in hard turning , 2006 .

[34]  J. C. Simo,et al.  An analysis of strong discontinuities induced by strain-softening in rate-independent inelastic solids , 1993 .

[35]  H. Dell,et al.  A comprehensive failure model for crashworthiness simulation of aluminium extrusions , 2004 .

[36]  Amir R. Khoei,et al.  Modeling of crack propagation via an automatic adaptive mesh refinement based on modified superconvergent patch recovery technique , 2008 .

[37]  Piotr Breitkopf,et al.  Integration constraint in diffuse element method , 2004 .

[38]  Pierre-Olivier Bouchard,et al.  Crack propagation modelling using an advanced remeshing technique , 2000 .

[39]  P. Ladevèze,et al.  ERROR ESTIMATION AND ADAPTIVITY IN ELASTOPLASTICITY , 1996 .

[40]  T. Belytschko,et al.  Extended finite element method for cohesive crack growth , 2002 .

[41]  Ted Belytschko,et al.  Elastic crack growth in finite elements with minimal remeshing , 1999 .

[42]  Jin Wu,et al.  Development of the DYNA3D simulation code with automated fracture procedure for brick elements , 2003 .

[43]  David R. Owen,et al.  On error estimates and adaptivity in elastoplastic solids: Applications to the numerical simulation of strain localization in classical and Cosserat continua , 1994 .

[44]  William E. Lorensen,et al.  Marching cubes: A high resolution 3D surface construction algorithm , 1987, SIGGRAPH.

[45]  M. Aliabadi A new generation of boundary element methods in fracture mechanics , 1997 .

[46]  René de Borst,et al.  Discrete vs smeared crack models for concrete fracture: bridging the gap , 2004 .

[47]  Thierry Coupez,et al.  Adaptive remeshing based on a posteriori error estimation for forging simulation , 2006 .

[48]  Jörn Mosler,et al.  Embedded crack vs. smeared crack models: a comparison of elementwise discontinuous crack path approaches with emphasis on mesh bias , 2004 .

[49]  Les A. Piegl,et al.  The NURBS Book , 1995, Monographs in Visual Communication.

[50]  David R. Owen,et al.  Transfer operators for evolving meshes in small strain elasto-placticity , 1996 .

[51]  M. Cervera An orthotropic mesh corrected crack model , 2008 .