The least-squares meshfree method for solving linear elastic problems

Abstract A meshfree method based on the first-order least-squares formulation for linear elasticity is presented. In the authors' previous work, the least-squares meshfree method has been shown to be highly robust to integration errors with the numerical examples of Poisson equation. In the present work, conventional formulation and compatibility-imposed formulation for linear elastic problems are studied on the convergence behavior of the solution and the robustness to the inaccurate integration using simply constructed background cells. In the least-squares formulation, both primal and dual variables can be approximated by the same function space. This can lead to higher rate of convergence for dual variables than Galerkin formulation. In general, the incompressible locking can be alleviated using mixed formulations. However, in meshfree framework these approaches involve an additional use of background grids to implement lower approximation space for dual variables. This difficulty is avoided in the present method and numerical examples show the uniform convergence performance in the incompressible limit. Therefore the present method has little burden of the requirement of background cells for the purposes of integration and alleviating the incompressible locking.

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

[2]  Thomas A. Manteuffel,et al.  First-Order System Least Squares for the Stokes and Linear Elasticity Equations: Further Results , 2000, SIAM J. Sci. Comput..

[3]  E. Oñate,et al.  A FINITE POINT METHOD IN COMPUTATIONAL MECHANICS. APPLICATIONS TO CONVECTIVE TRANSPORT AND FLUID FLOW , 1996 .

[4]  T. Manteuffel,et al.  First-Order System Least Squares for the Stokes Equations, with Application to Linear Elasticity , 1997 .

[5]  Thomas A. Manteuffel,et al.  First-Order System Least Squares (FOSLS) for Planar Linear Elasticity: Pure Traction Problem , 1998 .

[6]  Hui-Ping Wang,et al.  Some recent improvements in meshfree methods for incompressible finite elasticity boundary value problems with contact , 2000 .

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

[8]  P. Lancaster,et al.  Surfaces generated by moving least squares methods , 1981 .

[9]  S. Youn,et al.  A study on the convergence of least‐squares meshfree method under inaccurate integration , 2003 .

[10]  Ted Belytschko,et al.  Volumetric locking in the element free Galerkin method , 1999 .

[11]  Toshio Nagashima,et al.  NODE-BY-NODE MESHLESS APPROACH AND ITS APPLICATIONS TO STRUCTURAL ANALYSES , 1999 .

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

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

[14]  Hui-Ping Wang,et al.  An improved reproducing kernel particle method for nearly incompressible finite elasticity , 2000 .

[15]  Piotr Breitkopf,et al.  Double grid diffuse collocation method , 2000 .

[16]  Sang-Hoon Park,et al.  The least‐squares meshfree method , 2001 .

[17]  K. Bathe,et al.  Displacement/pressure mixed interpolation in the method of finite spheres , 2001 .

[18]  B. Nayroles,et al.  Generalizing the finite element method: Diffuse approximation and diffuse elements , 1992 .