Towards the treatment of boundary conditions for global crack path tracking in three-dimensional brittle fracture

The aim of the present paper is a systematic elaboration of a three dimensional finite element analysis tool for discontinuous fracture in brittle solids. Brittle or quasi-brittle fracture usually occurs when a material reaches the limit of its strength and no plastic deformation has been observed prior to failure. In the present approach, this kind of failure is characterized by three sets of governing equations: (i) the elastic bulk problem and (ii) the cohesive interface problem regarding the solid deformation field and (iii) the crack tracking problem concerning the crack kinematics. This manuscript describes a unique modular tool set for the coupled set of nonlinear equations. We focus in particular on the boundary conditions for the crack tracking problem of this analysis tool. We critically discuss important implementation details: (i) the choice of crack onset boundary conditions for the additional global field, (ii) the numerical integration, (iii) the modeling of geometrically exact crack tips for cohesive fracture, and (iv) the post-processing procedure for the discontinuity visualization. The potential of the method to simulate brittle fracture is demonstrated by qualitative and quantitative comparisons with experiments from the literature as well as by common benchmark problems.

[1]  G. Hofstetter,et al.  Validation of 3D crack propagation in plain concrete -Part I: Experimental investigation - the PCT3D test , 2007 .

[2]  Michael Ortiz,et al.  Three‐dimensional finite‐element simulation of the dynamic Brazilian tests on concrete cylinders , 2000 .

[3]  Paul Steinmann,et al.  On local tracking algorithms for the simulation of three-dimensional discontinuities , 2008 .

[4]  J. L. Lott,et al.  CRACK PROPAGATION IN PLAIN CONCRETE , 1966 .

[5]  Günther Meschke,et al.  Crack propagation criteria in the framework of X‐FEM‐based structural analyses , 2007 .

[6]  F. Armero,et al.  An analysis of strong discontinuities in multiplicative finite strain plasticity and their relation with the numerical simulation of strain localization in solids , 1996 .

[7]  G. Hofstetter,et al.  An embedded strong discontinuity model for cracking of plain concrete , 2006 .

[8]  Ellen Kuhl,et al.  Brittle fracture during folding of rocks: A finite element study , 2008 .

[9]  L. J. Sluys,et al.  REMESHING TECHNIQUES FOR R-ADAPTIVE AND COMBINED H/R-ADAPTIVE ANALYSIS WITH APPLICATION TO 2D/3D CRACK PROPAGATION , 2001 .

[10]  Jörn Mosler,et al.  3D modelling of strong discontinuities in elastoplastic solids: fixed and rotating localization formulations , 2003 .

[11]  A. Hillerborg,et al.  Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements , 1976 .

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

[13]  A. Menzel,et al.  Aspects of bifurcation in an isotropic elastic continuum with orthotropic inelastic interface , 2008 .

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

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

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

[17]  R. de Borst,et al.  Non-linear analysis of frictional materials , 1986 .

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

[19]  E. Kuhl,et al.  On the Application of Hansbo’s Method for Interface Problems , 2007 .

[20]  A. Needleman An analysis of decohesion along an imperfect interface , 1990 .

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

[22]  Robert L. Taylor,et al.  Improved versions of assumed enhanced strain tri-linear elements for 3D finite deformation problems☆ , 1993 .

[23]  J. Schröder,et al.  A geometric nonlinear triangular finite element with an embedded discontinuity for the simulation of quasi-brittle fracture , 2005 .

[24]  Arne Hillerborg,et al.  Application of the fictitious crack model to different types of materials , 1991, International Journal of Fracture.

[25]  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 .

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

[27]  E. Dvorkin,et al.  Finite elements with displacement interpolated embedded localization lines insensitive to mesh size and distortions , 1990 .

[28]  Miguel Cervera,et al.  Mesh objective tensile cracking via a local continuum damage model and a crack tracking technique , 2006 .

[29]  Julio Gálvez,et al.  Three‐dimensional simulation of concrete fracture using embedded crack elements without enforcing crack path continuity , 2007 .

[30]  Anthony R. Ingraffea,et al.  Modeling mixed-mode dynamic crack propagation nsing finite elements: Theory and applications , 1988 .

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

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

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

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

[35]  Günter Hofstetter,et al.  Experimental verification of a constitutive model for concrete cracking , 2001 .

[36]  T. Rabczuk,et al.  Quasi‐static crack propagation in plane and plate structures using set‐valued traction‐separation laws , 2008 .

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

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

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

[40]  J. Gálvez,et al.  An embedded cohesive crack model for finite element analysis of mixed mode fracture of concrete , 2006 .

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

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

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

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

[45]  M. Jirásek,et al.  Plastic model with non‐local damage applied to concrete , 2006 .

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

[47]  G. Meschke,et al.  Energy-based modeling of cohesive and cohesionless cracks via X-FEM , 2007 .

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

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

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

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

[52]  Angelo Simone,et al.  Partition of unity-based discontinuous elements for interface phenomena: computational issues , 2004 .

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

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

[55]  Esteban Samaniego,et al.  A study on nite elements for capturing strong discontinuities , 2020 .

[56]  J. Mosler Modeling strong discontinuities at finite strains—A novel numerical implementation☆ , 2006 .

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

[58]  Julio Gálvez,et al.  An embedded crack model for finite element analysis of concrete fracture , 2007 .

[59]  A. Corigliano,et al.  Finite elements with embedded displacement discontinuity: a generalized variable formulation , 2000 .

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

[61]  Stéphane Bordas,et al.  Enriched finite elements and level sets for damage tolerance assessment of complex structures , 2006 .

[62]  Michael Ortiz,et al.  An Efficient Adaptive Procedure for Three-Dimensional Fragmentation Simulations , 2001, Engineering with Computers.

[63]  R. Larsson,et al.  Theory and numerics for finite deformation fracture modelling using strong discontinuities , 2006 .

[64]  T. Christian Gasser,et al.  Validation of 3D crack propagation in plain concrete. Part II: Computational modeling and predictions of the PCT3D test , 2007 .

[65]  R. de Borst,et al.  Some observations on embedded discontinuity models , 2001 .

[66]  Milano,et al.  An Efficient Adaptive Procedure for Three-Dimensional Fragmentation Simulations , 2001 .

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

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

[69]  Mgd Marc Geers,et al.  Damage and crack modeling in single-edge and double-edge notched concrete beams , 2000 .

[70]  Rolf Eligehausen,et al.  Anchor bolts in concrete structures: summary of round robin tests and analysis arranged by RILEM TC 90-FMA ‘Fracture Mechanics of Concrete-Applications’ , 2001 .

[71]  Günter Hofstetter,et al.  Three‐dimensional fracture simulations based on the SDA , 2007 .

[72]  T. Rabczuk,et al.  A three-dimensional meshfree method for continuous multiple-crack initiation, propagation and junction in statics and dynamics , 2007 .

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