A smoothed meshfree method for simulation of frictional embedded discontinuities

Abstract An enriched cell-based smoothed point interpolation method (CSPIM) is presented in this study for the numerical modelling of domains including weak and strong discontinuities. A triangular background mesh is used for domain discretisation in the proposed method. The arbitrary discontinuities, such as material interfaces and cracks, are considered in the numerical formulation by enhancing the approximation of the displacement field using appropriate enrichment functions in the vicinity of the existing discontinuity. The contact condition of strong discontinuities is introduced through satisfaction of the Kuhn–Tucker inequalities, also known as the active set strategy. The stick–slip behaviour in the tangential direction of the contact is described through the Coulomb’s friction law. Contrary to the traditional contact algorithms (e.g., node-to-segment and segment-to-segment), the contact kinematics are satisfied within the elements, and not at the boundary of the elements, substantially facilitating the implementation of the contact algorithm. Furthermore, the proposed formulation eliminates the need for costly partitioning of the elements intersected by the discontinuity, which is often required for numerical integration in the XFEM. The enriched CSPIM is applied to the governing equation of the fractured domain to obtain the spatially discretised form of the governing equations. A Newton-Raphson scheme is adopted to deal with nonlinearities arising from the possible contact condition. Two numerical examples are presented to demonstrate the application of the proposed approach.

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

[2]  N. Khalili,et al.  An edge-based smoothed point interpolation method for elasto-plastic coupled hydro-mechanical analysis of saturated porous media , 2017 .

[3]  A. Khoei,et al.  Contact friction modeling with the extended finite element method (X-FEM) , 2006 .

[4]  Majidreza Nazem,et al.  Application of the distinct element method and the extended finite element method in modelling cracks and coalescence in brittle materials , 2014 .

[5]  A. Khoei,et al.  Hydro‐mechanical modeling of cohesive crack propagation in multiphase porous media using the extended finite element method , 2013 .

[6]  J. S.,et al.  Theory of Friction , 1872, Nature.

[7]  Guirong Liu,et al.  A point interpolation method for two-dimensional solids , 2001 .

[8]  T. Laursen Computational Contact and Impact Mechanics: Fundamentals of Modeling Interfacial Phenomena in Nonlinear Finite Element Analysis , 2002 .

[9]  A. Paluszny,et al.  Finite element simulations of interactions between multiple hydraulic fractures in a poroelastic rock , 2017 .

[10]  Guirong Liu,et al.  A normed G space and weakened weak (W2) formulation of a cell-based smoothed point interpolation method , 2009 .

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

[12]  John E. Dolbow,et al.  A Nitsche stabilized finite element method for frictional sliding on embedded interfaces. Part II: Intersecting interfaces , 2013 .

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

[14]  Amir R. Khoei,et al.  An augmented Lagrangian contact formulation for frictional discontinuities with the extended finite element method , 2015 .

[15]  Ahmad Ghassemi,et al.  Simulation of hydraulic fracture propagation near a natural fracture using virtual multidimensional internal bonds , 2011 .

[16]  A. Khoei,et al.  An X-FEM investigation of hydro-fracture evolution in naturally-layered domains , 2018 .

[17]  G. Liu A G space theory and a weakened weak (W2) form for a unified formulation of compatible and incompatible methods: Part I theory , 2010 .

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

[19]  Guirong Liu Mesh Free Methods: Moving Beyond the Finite Element Method , 2002 .

[20]  D. McDowell,et al.  Finite element analysis of an atomistically derived cohesive model for brittle fracture , 2011 .

[21]  T. Belytschko,et al.  MODELING HOLES AND INCLUSIONS BY LEVEL SETS IN THE EXTENDED FINITE-ELEMENT METHOD , 2001 .

[22]  Stéphane Bordas,et al.  Strain smoothing in FEM and XFEM , 2010 .

[23]  Stéphane Bordas,et al.  On the performance of strain smoothing for quadratic and enriched finite element approximations (XFEM/GFEM/PUFEM) , 2011 .

[24]  Peter Wriggers,et al.  Computational Contact Mechanics , 2002 .

[25]  N. Shimizu,et al.  Practical equivalent continuum characterization of jointed rock masses , 2001 .

[26]  Tinh Quoc Bui,et al.  Edge-based smoothed extended finite element method for dynamic fracture analysis , 2016 .

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

[28]  Francisco Armero,et al.  Strong discontinuities in partially saturated poroplastic solids , 2010 .

[29]  Xiaoping Zhou,et al.  Multiscale numerical modeling of propagation and coalescence of multiple cracks in rock masses , 2012 .

[30]  Ronaldo I. Borja,et al.  A contact algorithm for frictional crack propagation with the extended finite element method , 2008 .

[31]  Guirong Liu,et al.  On the optimal shape parameters of radial basis functions used for 2-D meshless methods , 2002 .

[32]  Amir R. Khoei,et al.  Extended finite element modeling of deformable porous media with arbitrary interfaces , 2011 .

[33]  Guirong Liu A GENERALIZED GRADIENT SMOOTHING TECHNIQUE AND THE SMOOTHED BILINEAR FORM FOR GALERKIN FORMULATION OF A WIDE CLASS OF COMPUTATIONAL METHODS , 2008 .

[34]  Kamal C. Das,et al.  Extended Finite Element Method for the Analysis of Discontinuities in Rock Masses , 2010 .

[35]  A. Paluszny,et al.  Three-Dimensional poroelastic effects during hydraulic fracturing in permeable rocks , 2017 .

[36]  Guirong Liu,et al.  A point interpolation meshless method based on radial basis functions , 2002 .

[37]  A. Khoei,et al.  An enriched–FEM technique for numerical simulation of interacting discontinuities in naturally fractured porous media , 2018 .

[38]  Tiantang Yu,et al.  The extended finite element method (XFEM) for discontinuous rock masses , 2011 .

[39]  Guirong Liu,et al.  A cell-based smoothed point interpolation method for flow-deformation analysis of saturated porous media , 2016 .

[40]  Ted Belytschko,et al.  Modelling crack growth by level sets in the extended finite element method , 2001 .

[41]  Kamal C. Das,et al.  A new doubly enriched finite element for modelling grouted bolt crossed by rock joint , 2014 .

[42]  Arman Khoshghalb,et al.  A novel approach for application of smoothed point interpolation methods to axisymmetric problems in poroelasticity , 2018, Computers and Geotechnics.

[43]  Lanru Jing,et al.  A review of techniques, advances and outstanding issues in numerical modelling for rock mechanics and rock engineering , 2003 .

[44]  Jian-Ying Wu,et al.  An improved stable XFEM (Is-XFEM) with a novel enrichment function for the computational modeling of cohesive cracks , 2015 .

[45]  Xianqi Luo,et al.  Hydro-mechanical modeling of impermeable discontinuity in rock by extended finite element method , 2015 .

[46]  Jiun-Shyan Chen,et al.  A stabilized conforming nodal integration for Galerkin mesh-free methods , 2001 .

[47]  Hamidreza M. Nick,et al.  A three-dimensional coupled thermo-hydro-mechanical model for deformable fractured geothermal systems , 2018 .

[48]  A. Khoei Extended Finite Element Method: Theory and Applications , 2015 .

[49]  Guirong Liu,et al.  Smoothed Point Interpolation Methods: G Space Theory and Weakened Weak Forms , 2013 .

[50]  T. Belytschko,et al.  The extended/generalized finite element method: An overview of the method and its applications , 2010 .

[51]  Musharraf Zaman,et al.  Thin‐layer element for interfaces and joints , 1984 .

[52]  Arcady Dyskin,et al.  Orthogonal crack approaching an interface , 2009 .

[53]  G. Liu A G space theory and a weakened weak (W2) form for a unified formulation of compatible and incompatible methods: Part II applications to solid mechanics problems , 2010 .

[54]  C. Scholz The Mechanics of Earthquakes and Faulting , 1990 .

[55]  Lidija Zdravković,et al.  Finite element analysis in geotechnical engineering , 1999 .

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

[57]  J. C. Simo,et al.  An augmented lagrangian treatment of contact problems involving friction , 1992 .

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

[59]  Nasser Khalili,et al.  A stable meshfree method for fully coupled flow-deformation analysis of saturated porous media , 2010 .

[60]  Miloš Zlámal,et al.  Superconvergence and reduced integration in the finite element method , 1978 .

[61]  Ning Li,et al.  Influence of fault on the surrounding rock stability of a tunnel: Location and thickness , 2017 .

[62]  Nasser Khalili,et al.  X-FEM Modeling of Multizone Hydraulic Fracturing Treatments Within Saturated Porous Media , 2018, Rock Mechanics and Rock Engineering.

[63]  Ted Belytschko,et al.  An extended finite element method for modeling crack growth with frictional contact , 2001 .