On local tracking algorithms for the simulation of three-dimensional discontinuities

The present manuscript focuses on the algorithmic treatment of three-dimensional discontinuities within a purely displacement based finite element setting. In contrast to two-dimensional cracks, the local element based geometric representation of three-dimensional crack surfaces is non-unique and thus not straightforward. Accordingly, we compare different crack tracking strategies, one being algorithmically extremely efficient but yet somehow restrictive, the other one being more complex but rather general in nature. While the first method is able to represent entirely smooth discontinuity surfaces, the second approach introduces inter-element discontinuities in the overall crack surface representation. Both methods are compared systematically and additional comments about the algorithmic realization are provided. From the numerical results we conclude that neither of the two algorithms is able to solve all defined quality criteria satisfactorily, although both are mesh independent, computationally cheap and rather efficient. The ultimate solution might be an overall global crack surface representation that a priori circumvents a number of algorithmic deficiencies and at the same time provides a unique and smooth three-dimensional crack surface representation.

[1]  T. Belytschko,et al.  Non‐planar 3D crack growth by the extended finite element and level sets—Part II: Level set update , 2002 .

[2]  P. Steinmann,et al.  A finite element method for the computational modelling of cohesive cracks , 2005 .

[3]  Paul Steinmann,et al.  Modeling three‐dimensional crack propagation—A comparison of crack path tracking strategies , 2008 .

[4]  A. Huespe,et al.  Continuum approach to the numerical simulation of material failure in concrete , 2004 .

[5]  E. Chaves Tracking 3D Crack Path , 2006 .

[6]  P. Hansbo,et al.  A finite element method for the simulation of strong and weak discontinuities in solid mechanics , 2004 .

[7]  G. Holzapfel,et al.  3 D Crack propagation in unreinforced concrete . A two-step algorithm for tracking 3 D crack paths , 2006 .

[8]  Gerhard A. Holzapfel,et al.  Modeling 3D crack propagation in unreinforced concrete using PUFEM , 2005 .

[9]  Julia Mergheim,et al.  Computational Modeling of Strong and Weak Discontinuities , 2006 .

[10]  Ted Belytschko,et al.  A comment on the article ``A finite element method for simulation of strong and weak discontinuities in solid mechanics'' by A. Hansbo and P. Hansbo [Comput. Methods Appl. Mech. Engrg. 193 (2004) 3523-3540] , 2006 .

[11]  M. Jirásek,et al.  Process zone resolution by extended finite elements , 2003 .

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

[13]  Paul Steinmann,et al.  Towards the algorithmic treatment of 3D strong discontinuities , 2006 .

[14]  P. Hansbo,et al.  A FINITE ELEMENT METHOD ON COMPOSITE GRIDS BASED ON NITSCHE'S METHOD , 2003 .

[15]  Ted Belytschko,et al.  Discontinuous enrichment in finite elements with a partition of unity method , 2000 .

[16]  A. Needleman,et al.  A cohesive segments method for the simulation of crack growth , 2003 .

[17]  R. Borst Numerical aspects of cohesive-zone models , 2003 .

[18]  J. Oliver,et al.  On strategies for tracking strong discontinuities in computational failure mechanics , 2002 .

[19]  Paul Steinmann,et al.  A hybrid discontinuous Galerkin/interface method for the computational modelling of failure , 2004 .

[20]  P. Steinmann,et al.  A geometrically nonlinear FE approach for the simulation of strong and weak discontinuities , 2006 .

[21]  T. Belytschko,et al.  Analysis of three‐dimensional crack initiation and propagation using the extended finite element method , 2005 .

[22]  R. de Borst,et al.  Simulating the propagation of displacement discontinuities in a regularized strain‐softening medium , 2002 .

[23]  Garth N. Wells,et al.  Cohesive‐zone models, higher‐order continuum theories and reliability methods for computational failure analysis , 2004 .

[24]  T. Belytschko,et al.  Vector level sets for description of propagating cracks in finite elements , 2003 .

[25]  Ted Belytschko,et al.  Arbitrary discontinuities in finite elements , 2001 .

[26]  Gerhard A. Holzapfel,et al.  3D Crack propagation in unreinforced concrete. A two-step algorithm for tracking 3D crack paths , 2006 .

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

[28]  Milan Jirásek,et al.  Size effect on fracture energy induced by non‐locality , 2004 .

[29]  L. J. Sluys,et al.  A new method for modelling cohesive cracks using finite elements , 2001 .

[30]  Gerhard A. Holzapfel,et al.  Geometrically non-linear and consistently linearized embedded strong discontinuity models for 3D problems with an application to the dissection analysis of soft biological tissues , 2003 .