AN INTERPOLATING BOUNDARY ELEMENT-FREE METHOD WITH NONSINGULAR WEIGHT FUNCTION FOR TWO-DIMENSIONAL POTENTIAL PROBLEMS

被引:63
|
作者
Wang, Jufeng [1 ,2 ]
Wang, Jianfei [1 ]
Sun, Fengxin [1 ,3 ]
Cheng, Yumin [1 ]
机构
[1] Shanghai Univ, Shanghai Inst Appl Math & Mech, Shanghai 200072, Peoples R China
[2] Zhejiang Univ, Ningbo Inst Technol, Ningbo 315100, Zhejiang, Peoples R China
[3] Ningbo Univ Technol, Fac Sci, Ningbo 315016, Zhejiang, Peoples R China
基金
中国国家自然科学基金;
关键词
Meshless method; moving least-squares (MLS) approximation; improved interpolating moving least-squares (IIMLS) method; improved interpolating boundary element-free (IIBEF) method; potential problem; FREE-METHOD BEFM; INTEGRAL-EQUATION LBIE; 2D FRACTURE PROBLEMS; GALERKIN IEFG METHOD; FREE METHOD IBEFM; NODE METHOD; MESHLESS IMPLEMENTATION; MESHFREE METHODS; ELASTICITY;
D O I
10.1142/S0219876213500436
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this paper, an improved interpolating moving least-squares (IIMLS) method with nonsingular weight function is presented. The shape function of the IIMLS method satisfies the property of Kronecker delta function. The IIMLS method can overcome the difficulties caused by the singularity of the weight function in the interpolating moving least-squares (IMLS) method presented by Lancaster and Salkauskas. By combining the boundary integral equation (BIE) method with the IIMLS method, an improved interpolating boundary element-free (IIBEF) method is presented for two-dimensional potential problems. The IIBEF method is a direct meshless boundary integral equation method in which the basic unknown quantities are the real solutions to the nodal variables, and the boundary conditions can be applied directly and easily. Thus, it gives greater computational precision. Some numerical examples are presented to demonstrate the IIMLS and IIBEF methods.
引用
收藏
页数:23
相关论文
共 50 条
  • [41] Boundary element-free method (BEFM) for two-dimensional elastodynamic analysis using Laplace transform
    Liew, KM
    Cheng, YM
    Kitipornchai, S
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2005, 64 (12) : 1610 - 1627
  • [42] The interpolating element-free Galerkin method for elastic large deformation problems
    WU Qiang
    PENG Piao Piao
    CHENG Yu Min
    Science China(Technological Sciences), 2021, (02) : 364 - 374
  • [43] The interpolating dimension splitting element-free Galerkin method for 3D potential problems
    Qian Wu
    Miaojuan Peng
    Yumin Cheng
    Engineering with Computers, 2022, 38 : 2703 - 2717
  • [44] The interpolating element-free Galerkin method for elastic large deformation problems
    WU Qiang
    PENG Piao Piao
    CHENG Yu Min
    Science China Technological Sciences, 2021, 64 (02) : 364 - 374
  • [45] The interpolating element-free Galerkin method for elastic large deformation problems
    Wu, Qiang
    Peng, PiaoPiao
    Cheng, YuMin
    SCIENCE CHINA-TECHNOLOGICAL SCIENCES, 2021, 64 (02) : 364 - 374
  • [46] The interpolating dimension splitting element-free Galerkin method for 3D potential problems
    Wu, Qian
    Peng, Miaojuan
    Cheng, Yumin
    ENGINEERING WITH COMPUTERS, 2022, 38 (SUPPL 4) : 2703 - 2717
  • [47] The interpolating element-free Galerkin method for elastic large deformation problems
    Qiang Wu
    PiaoPiao Peng
    YuMin Cheng
    Science China Technological Sciences, 2021, 64 : 364 - 374
  • [48] A novel complex variable element-free Galerkin method for two-dimensional large deformation problems
    Li, Dongming
    Bai, Funong
    Cheng, Yumin
    Liew, K. M.
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2012, 233 : 1 - 10
  • [49] A boundary element-free method (BEFM) for three-dimensional elasticity problems
    S. Kitipornchai
    K. M. Liew
    Y. Cheng
    Computational Mechanics, 2005, 36 : 13 - 20
  • [50] A boundary element-free method (BEFM) for three-dimensional elasticity problems
    Kitipornchai, S
    Liew, KM
    Cheng, Y
    COMPUTATIONAL MECHANICS, 2005, 36 (01) : 13 - 20