Meshing strategies for the alleviation of mesh-induced effects in cohesive element models

One of the main approaches for modeling fracture and crack propagation in solid materials is adaptive insertion of cohesive elements, in which line-like (2D) or surface-like (3D) elements are inserted into the finite element mesh to model the nucleation and propagation of failure surfaces. In this approach, however, cracks are forced to propagate along element boundaries, following paths that in general require more energy per unit crack extension (greater driving forces) than those followed in the original continuum. This, in turn, leads to erroneous solutions. We illustrate how the introduction of a discretization produces mesh-induced anisotropy and mesh-induced toughness for problems involving brittle fracture. Subsequently, we quantify those effects through polar plots of the path deviation ratio for commonly adopted meshes. Finally, we propose to reduce those effects through a new type of mesh, which we term conjugate-directions mesh.

[1]  Glaucio H. Paulino,et al.  Reduction in mesh bias for dynamic fracture using adaptive splitting of polygonal finite elements , 2014 .

[2]  Xiaopeng Xu,et al.  Numerical simulations of fast crack growth in brittle solids , 1994 .

[3]  M. Zivkovic,et al.  Extended Finite Element Method for Two-dimensional Crack Modeling , 2008 .

[4]  Pritam Ganguly,et al.  Spatial convergence of crack nucleation using a cohesive finite‐element model on a pinwheel‐based mesh , 2006 .

[5]  Magdalena Ortiz,et al.  A duality‐based method for generating geometric representations of polycrystals , 2011 .

[6]  Edsger W. Dijkstra,et al.  A note on two problems in connexion with graphs , 1959, Numerische Mathematik.

[7]  D. S. Dugdale Yielding of steel sheets containing slits , 1960 .

[8]  G. I. Barenblatt THE MATHEMATICAL THEORY OF EQUILIBRIUM CRACKS IN BRITTLE FRACTURE , 1962 .

[9]  Charles Radin,et al.  The isoperimetric problem for pinwheel tilings , 1996 .

[10]  M. Ortiz,et al.  Computational modelling of impact damage in brittle materials , 1996 .

[11]  Ted Belytschko,et al.  AN EXTENDED FINITE ELEMENT METHOD (X-FEM) FOR TWO- AND THREE-DIMENSIONAL CRACK MODELING , 2000 .

[12]  T. Belytschko,et al.  Extended finite element method for three-dimensional crack modelling , 2000 .

[13]  Ludovic Noels,et al.  A scalable 3D fracture and fragmentation algorithm based on a hybrid, discontinuous Galerkin, Cohesive Element Method , 2011 .

[14]  Glaucio H. Paulino,et al.  Unstructured polygonal meshes with adaptive refinement for the numerical simulation of dynamic cohesive fracture , 2014, International Journal of Fracture.

[15]  Raul Radovitzky,et al.  Advances in Cohesive Zone Modeling of Dynamic Fracture , 2009 .

[16]  Qiang Du,et al.  Centroidal Voronoi Tessellations: Applications and Algorithms , 1999, SIAM Rev..

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

[18]  John R. Rice,et al.  Mathematical analysis in the mechanics of fracture , 1968 .

[19]  Xu Xr Numerical simulations of dynamic crack growth along an interface , 2022 .

[20]  Glaucio H. Paulino,et al.  Adaptive dynamic cohesive fracture simulation using nodal perturbation and edge‐swap operators , 2010 .

[21]  Ludovic Noels,et al.  An explicit discontinuous Galerkin method for non‐linear solid dynamics: Formulation, parallel implementation and scalability properties , 2008 .

[22]  M. Ortiz,et al.  FINITE-DEFORMATION IRREVERSIBLE COHESIVE ELEMENTS FOR THREE-DIMENSIONAL CRACK-PROPAGATION ANALYSIS , 1999 .