A GENERALIZED FINITE ELEMENT METHOD FOR MODELING ARBITRARY INTERFACES IN LARGE DEFORMATION PROBLEMS

被引:0
|
作者
Biabanaki, S. Omid R. [1 ]
Khoei, A. R. [2 ]
机构
[1] Sharif Univ Technol, Tehran, Iran
[2] Sharif Univ Technol, Ctr Excellence Struct & Earthquake Engn, Tehran, Iran
关键词
Generalized-FEM; Arbitrary interfaces; Large deformations; Conforming polygonal FEM; Pentagonal elements; DISCONTINUITIES; DISLOCATIONS; CRACKS;
D O I
暂无
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this paper, a generalized-FEM technique is presented in modeling of arbitrary interfaces in large deformations. The method is used to model the internal interfaces and arbitrary geometries using a uniform non-conformal mesh. The technique is applied to capture independent deformations at both sides of separated element cut by the interface in a uniform regular mesh. In this approach, a uniform non-conformal mesh is decomposed into sub-elements that conform to the internal interfaces. The geometry of interface is used to produce various triangular, quadrilateral and pentagonal elements at the intersection of interface with regular FE mesh, in which the extra degrees-of-freedom are defined along the interface. The level set method is employed to describe the material geometry on the background mesh. The technique is used to extrude any arbitrary geometry from an initial background mesh and model under different external effects. The most feature of the technique is to introduce the conformal decomposition finite element method, in which the new conforming elements are produced in the uniform structured mesh by decomposing the uniform mesh into elements that is conformed to the material interfaces. Finally, several numerical examples are analyzed to demonstrate the efficiency of proposed technique in modeling arbitrary interfaces in large deformations.
引用
收藏
页码:1317 / 1328
页数:12
相关论文
共 50 条
  • [31] A large time incremental finite element method for finite deformation problem
    Liu, Y
    Peng, X
    COMMUNICATIONS IN NUMERICAL METHODS IN ENGINEERING, 2001, 17 (11): : 789 - 803
  • [32] Large deformation analysis of geomechanics problems by a combined rh-adaptive finite element method
    Kardani, M.
    Nazem, M.
    Sheng, D.
    Carter, J. P.
    COMPUTERS AND GEOTECHNICS, 2013, 49 : 90 - 99
  • [33] A coupled finite element and meshless local Petrov-Galerkin method for large deformation problems
    Li, Di
    Lu, Zhiyong
    Kang, Wenqian
    MANUFACTURING SCIENCE AND ENGINEERING, PTS 1-5, 2010, 97-101 : 3777 - 3780
  • [34] Modeling curved interfaces without element partitioning in the extended finite element method
    Chin, Eric B.
    Sukumar, N.
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2019, 120 (05) : 607 - 649
  • [35] RELIABILITY MODELING IN SOME ELASTIC STABILITY PROBLEMS VIA THE GENERALIZED STOCHASTIC FINITE ELEMENT METHOD
    Kaminski, M.
    Swita, P.
    ARCHIVES OF CIVIL ENGINEERING, 2011, 57 (03) : 275 - 295
  • [36] Dynamic modeling of large deformation slope failure using smoothed particle finite element method
    Yuan, Wei-Hai
    Liu, Kang
    Zhang, Wei
    Dai, Beibing
    Wang, Yuan
    LANDSLIDES, 2020, 17 (07) : 1591 - 1603
  • [37] A novel nonlinear finite element method for structural dynamic modeling of spacecraft under large deformation
    Ji, Haoran
    Li, Dongxu
    THIN-WALLED STRUCTURES, 2021, 165
  • [38] Dynamic modeling of large deformation slope failure using smoothed particle finite element method
    Wei-Hai Yuan
    Kang Liu
    Wei Zhang
    Beibing Dai
    Yuan Wang
    Landslides, 2020, 17 : 1591 - 1603
  • [39] A condensed generalized finite element method (CGFEM) for interface problems
    Zhang, Qinghui
    Cui, Cu
    Banerjee, Uday
    Babuska, Ivo
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2022, 391
  • [40] Parallel generalized finite element method for magnetic multiparticle problems
    Basermann, A
    Tsukerman, I
    HIGH PERFORMANCE COMPUTING FOR COMPUTATIONAL SCIENCE - VECPAR 2004, 2005, 3402 : 325 - 339