An element-free smoothed radial point interpolation method (EFS-RPIM) for 2D and 3D solid mechanics problems

被引:24
|
作者
Li, Y. [1 ,2 ]
Liu, G. R. [3 ,4 ]
机构
[1] Southwest Jiaotong Univ, Sch Mech & Engn, Chengdu, Sichuan, Peoples R China
[2] City Univ Hong Kong, Dept Math, Hong Kong, Peoples R China
[3] Taiyuan Univ Technol, Coll Math, Taiyuan, Shanxi, Peoples R China
[4] Univ Cincinnati, Dept Aerosp Engn & Engn Mech, Cincinnati, OH 45221 USA
基金
中国国家自然科学基金;
关键词
Meshfree; Element-free smoothed radial point interpolation method (EFS-RPIM); GS-Galerkin weak-form; Upper bound solution; Lower bound solution; Stability condition; FUNCTION COLLOCATION METHOD; AUTOMATIC MESH GENERATION; FORMULATION; FORM;
D O I
10.1016/j.camwa.2018.09.047
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
This paper presents a novel element-free smoothed radial point interpolation method (EFS-RPIM) for solving 2D and 3D solid mechanics problems. The idea of the present technique is that field nodes and smoothing cells (SCs) used for smoothing operations are created independently and without using a background grid, which saves tedious mesh generation efforts and makes the pre-process more flexible. In the formulation, we use the generalized smoothed Galerkin (GS-Galerkin) weak-form that requires only discrete values of shape functions that can be created using the RPIM. By varying the amount of nodes and SCs as well as their ratio, the accuracy can be improved and upper bound or lower bound solutions can be obtained by design. The SCs can be of regular or irregular polygons. In this work we tested triangular, quadrangle, n-sided polygon and tetrahedron as examples. Stability condition is examined and some criteria are found to avoid the presence of spurious zero-energy modes. This paper is the first time to create GS-Galerkin weak-form models without using a background mesh that tied with nodes, and hence the EFS-RPIM is a true meshfree approach. The proposed EFS-RPIM is so far the only technique that can offer both upper and lower bound solutions. Numerical results show that the EFS-RPIM gives accurate results and desirable convergence rate when comparing with the standard finite element method (FEM) and the cell-based smoothed FEM (CS-FEM). (C) 2018 Published by Elsevier Ltd.
引用
收藏
页码:441 / 465
页数:25
相关论文
共 50 条
  • [41] On the Stress Fluctuation in the Smoothed Finite Element Method for 2D Elastoplastic Problems
    Zhi, Peng
    Wu, Yuching
    INTERNATIONAL JOURNAL OF COMPUTATIONAL METHODS, 2021, 18 (05)
  • [42] Variational multiscale element-free Galerkin method for 2D Burgers' equation
    Zhang, Lin
    Ouyang, Jie
    Wang, Xiaoxia
    Zhang, Xiaohua
    JOURNAL OF COMPUTATIONAL PHYSICS, 2010, 229 (19) : 7147 - 7161
  • [43] A Boundary Element-Free Method for Fracture Analysis of 2D Anisotropic Solids
    Sun, Yuzhou
    Li, Dongxia
    Wang, Hui
    MANUFACTURING ENGINEERING AND AUTOMATION I, PTS 1-3, 2011, 139-141 : 107 - +
  • [44] Multiscale Element-Free Galerkin Method with Penalty for 2D Burgers' Equation
    Liew, Siaw Ching
    Yeak, Su Hoe
    JURNAL TEKNOLOGI, 2013, 62 (03):
  • [45] Analyzing 3D Advection-Diffusion Problems by Using the Improved Element-Free Galerkin Method
    Cheng, Heng
    Zheng, Guodong
    MATHEMATICAL PROBLEMS IN ENGINEERING, 2020, 2020
  • [46] A general 3D contact smoothing method based on radial point interpolation
    Qian, Xiaoxiang
    Yuan, Huina
    Zhou, Mozhen
    Zhang, Bingyin
    JOURNAL OF COMPUTATIONAL AND APPLIED MATHEMATICS, 2014, 257 : 1 - 13
  • [47] RKPM-based smoothed GFEM with Kronecker-Delta property for 2D and 3D solid problems
    Jinsong Tang
    Linfang Qian
    Longmiao Chen
    Acta Mechanica, 2023, 234 : 471 - 490
  • [48] RKPM-based smoothed GFEM with Kronecker-Delta property for 2D and 3D solid problems
    Tang, Jinsong
    Qian, Linfang
    Chen, Longmiao
    ACTA MECHANICA, 2023, 234 (02) : 471 - 490
  • [49] 2D & 3D Finite Element Method Packages of CEMTool for Engineering PDE Problems
    Ahn, Choon Ki
    Han, Soohee
    Kwon, Wook Hyun
    PROCEEDINGS OF WORLD ACADEMY OF SCIENCE, ENGINEERING AND TECHNOLOGY, VOL 12, 2006, 12 : 109 - 113
  • [50] A mortar spectral/finite element method for complex 2D and 3D elastodynamic problems
    Casadei, F
    Gabellini, E
    Fotia, G
    Maggio, F
    Quarteroni, A
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2002, 191 (45) : 5119 - 5148