Extended meshfree methods without branch enrichment for cohesive cracks

An extended meshless method for both static and dynamic cohesive cracks is proposed. This new method does not need any crack tip enrichment to guarantee that the crack closes at the tip. All cracked domains of influence are enriched by only the sign function. The domain of influence which includes a crack tip is modified so that the crack tip is always positioned at its edge. The modification is only applied for the discontinuous displacement field and the continuous field is kept unchanged. In addition to the new method, the use of Lagrange multiplier is explored to achieve the same goal. The crack is extended beyond the actual crack tip so that the domains of influence containing the crack tip are completely cut. It is enforced that the crack opening displacement vanishes along the extension of the crack. These methods are successfully applied to several well-known static and dynamic problems.

[1]  T. Rabczuk,et al.  A Meshfree Method based on the Local Partition of Unity for Cohesive Cracks , 2007 .

[2]  Ted Belytschko,et al.  An extended finite element method with higher-order elements for curved cracks , 2003 .

[3]  Milan Jirásek,et al.  ADAPTIVE RESOLUTION OF LOCALIZED DAMAGE IN QUASI-BRITTLE MATERIALS , 2004 .

[4]  T. Belytschko,et al.  Element‐free Galerkin methods , 1994 .

[5]  T. Belytschko,et al.  A three dimensional large deformation meshfree method for arbitrary evolving cracks , 2007 .

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

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

[8]  Zihai Shi NUMERICAL ANALYSIS OF MIXED-MODE FRACTURE IN CONCRETE USING EXTENDED FICTITIOUS CRACK MODEL , 2004 .

[9]  T. Belytschko,et al.  On the construction of blending elements for local partition of unity enriched finite elements , 2003 .

[10]  Surendra P. Shah,et al.  Mixed‐Mode Fracture of Concrete Subjected to Impact Loading , 1990 .

[11]  Ted Belytschko,et al.  Cracking particles: a simplified meshfree method for arbitrary evolving cracks , 2004 .

[12]  T. Belytschko,et al.  A method for growing multiple cracks without remeshing and its application to fatigue crack growth , 2004 .

[13]  Mark A Fleming,et al.  ENRICHED ELEMENT-FREE GALERKIN METHODS FOR CRACK TIP FIELDS , 1997 .

[14]  T. Belytschko,et al.  New crack‐tip elements for XFEM and applications to cohesive cracks , 2003 .

[15]  T. Belytschko,et al.  Dynamic crack propagation based on loss of hyperbolicity and a new discontinuous enrichment , 2003 .

[16]  R. de Borst,et al.  Fracture Mechanics of Concrete Structures, Proc. of FraMCoS-IV , 2004 .

[17]  Wing Kam Liu,et al.  Reproducing kernel particle methods , 1995 .

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

[19]  T. Belytschko,et al.  Arbitrary branched and intersecting cracks with the eXtended Finite Element Method , 2000 .

[20]  J. Fineberg,et al.  Microbranching instability and the dynamic fracture of brittle materials. , 1996, Physical review. B, Condensed matter.

[21]  Ted Belytschko,et al.  Element-free Galerkin methods for dynamic fracture in concrete , 2000 .

[22]  Ares J. Rosakis,et al.  Three Dimensional Cohesive-Element Analysis and Experiments of Dynamic Fracture in C300 Steel , 2000 .

[23]  Ted Belytschko,et al.  Multi-scale methods , 2000 .

[24]  Ted Belytschko,et al.  Smoothing, enrichment and contact in the element-free Galerkin method , 1999 .

[25]  Mark A Fleming,et al.  Meshless methods: An overview and recent developments , 1996 .

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

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

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

[29]  T. Strouboulis,et al.  The generalized finite element method: an example of its implementation and illustration of its performance , 2000 .

[30]  Wing Kam Liu,et al.  Meshfree and particle methods and their applications , 2002 .

[31]  Wing Kam Liu,et al.  Nonlinear Finite Elements for Continua and Structures , 2000 .

[32]  Gregory J. Tallents,et al.  Temporal resolution of a transient pumping X-ray laser , 2001 .

[33]  J. Chaboche,et al.  Mechanics of Solid Materials , 1990 .

[34]  Michel Salaün,et al.  High‐order extended finite element method for cracked domains , 2005 .

[35]  T. Belytschko,et al.  Crack propagation by element-free Galerkin methods , 1995 .

[36]  John R. Rice,et al.  A Critical Evaluation of Cohesive Zone Models of Dynamic Fracture , 2001 .

[37]  J. Dolbow,et al.  Enrichment of enhanced assumed strain approximations for representing strong discontinuities: addressing volumetric incompressibility and the discontinuous patch test , 2004 .

[38]  James A. Sethian,et al.  Level Set Methods and Fast Marching Methods , 1999 .

[39]  J. Fineberg,et al.  Crack front waves in dynamic fracture , 2003 .

[40]  Ted Belytschko,et al.  The extended finite element method for dynamic fractures , 2005 .

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

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

[43]  Ted Belytschko,et al.  Wave propagation in a strain-softening bar: Exact solution , 1985 .

[44]  Ferhun C. Caner,et al.  Microplane Model M 5 with Kinematic and Static Constraints for Concrete Fracture and Anelasticity . I : Theory , 2004 .

[45]  Bo Cerup Simonsen,et al.  Mesh‐free simulation of ductile fracture , 2004 .

[46]  M. B. Nooru-Mohamed Mixed-mode fracture of concrete : An experimental approach , 1992 .

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

[48]  Su Hao,et al.  Localization-Induced Band and Cohesive Model , 2000 .

[49]  Ted Belytschko,et al.  A vector level set method and new discontinuity approximations for crack growth by EFG , 2002 .

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

[51]  Alex M. Andrew,et al.  Level Set Methods and Fast Marching Methods: Evolving Interfaces in Computational Geometry, Fluid Mechanics, Computer Vision, and Materials Science (2nd edition) , 2000 .

[52]  K. Ravi-Chandar,et al.  Dynamic Fracture of Nominally Brittle Materials , 1998 .