An adaptive nonlinear finite element analysis of minimal surface problem based on element energy projection technique

被引:8
|
作者
Jiang Kaifeng [1 ]
Yuan Si [1 ]
Xing Qinyan [1 ]
机构
[1] Tsinghua Univ, Dept Civil Engn, Beijing, Peoples R China
基金
中国国家自然科学基金;
关键词
Nonlinear finite element analysis; Adaptive strategy; Element energy projection; Maximum norm; Minimal surface problem; Super-convergence; APPROXIMATING EXTREMALS; NUMERICAL APPROXIMATION; PLATEAUS PROBLEM; FUNCTIONALS;
D O I
10.1108/EC-08-2019-0369
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Purpose This paper aims to propose a new adaptive strategy for two-dimensional (2D) nonlinear finite element (FE) analysis of the minimal surface problem (MSP) based on the element energy projection (EEP) technique. Design/methodology/approach By linearizing nonlinear problems into a series of linear problems via the Newton method, the EEP technique, which is an effective and reliable point-wise super-convergent displacement recovery strategy for linear FE analysis, can be directly incorporated into the solution procedure. Accordingly, a posteriori error estimate in maximum norm was established and an adaptive 2D nonlinear FE strategy of h-version mesh refinement was developed. Findings Three classical known surfaces, including a singularity problem, were analysed. Moreover, an example whose analytic solution is unavailable was considered and a comparison was made between present results and those computed by the MATLAB PDE toolbox. The results show that the adaptively-generated meshes reflect the difficulties inherent in the problems and the proposed adaptive analysis can produce FE solutions satisfying the user-preset error tolerance in maximum norm with a fair adaptive convergence rate. Originality/value The EEP technique for linear FE analysis was extended to the nonlinear procedure of MSP and can be expected to apply to other 2D nonlinear problems. The employment of the maximum norm makes point-wisely error control on the sought surfaces possible and makes the proposed method distinguished from other adaptive FE analyses.
引用
收藏
页码:2847 / 2869
页数:23
相关论文
共 50 条
  • [21] AN ADAPTIVE FINITE-ELEMENT TECHNIQUE FOR STRUCTURAL DYNAMIC ANALYSIS
    JOO, KJ
    WILSON, EL
    COMPUTERS & STRUCTURES, 1988, 30 (06) : 1319 - 1339
  • [22] Finite element analysis of a problem with a nonlinear Newton boundary condition
    Feistauer, M
    Najzar, K
    ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND MECHANIK, 1997, 77 : S547 - S548
  • [23] Mixed finite element analysis of a thermally nonlinear coupled problem
    Zhu, J
    Loula, AFD
    NUMERICAL METHODS FOR PARTIAL DIFFERENTIAL EQUATIONS, 2006, 22 (01) : 180 - 196
  • [24] Arc-length technique for nonlinear finite element analysis
    Memon B.-A.
    Su X.-Z.
    Journal of Zhejiang University-SCIENCE A, 2004, 5 (5): : 618 - 628
  • [25] PROJECTION AND ITERATION IN ADAPTIVE FINITE-ELEMENT REFINEMENT
    CAREY, GF
    SEAGER, M
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1985, 21 (09) : 1681 - 1695
  • [26] Nonlinear finite element analysis based on macro triangular partition shell element
    Cao, Yang
    Li, Jie
    Jisuan Lixue Xuebao/Chinese Journal of Computational Mechanics, 2008, 25 (02): : 139 - 143
  • [27] ADAPTIVE FINITE ELEMENT ANALYSIS BASED ON PERTURBATION ARGUMENTS
    Dai, Xiaoying
    He, Lianhua
    Zhou, Aihui
    APPLICATIONS OF MATHEMATICS 2012, 2012, : 62 - 71
  • [28] AN ADAPTIVE SURFACE FINITE ELEMENT METHOD BASED ON VOLUME MESHES
    Demlow, Alan
    Olshanskii, Maxim A.
    SIAM JOURNAL ON NUMERICAL ANALYSIS, 2012, 50 (03) : 1624 - 1647
  • [29] A fast local nonlinear solution technique based on the partitioned finite element and interface element method
    Qi, Huijun
    Li, Tongchun
    Liu, Xiaoqing
    Zhao, Lanhao
    He, Jinwen
    Li, Xiaona
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 2022, 123 (10) : 2214 - 2236
  • [30] SURFACE SUBSIDENCE PREDICTION BY NONLINEAR FINITE-ELEMENT ANALYSIS
    NAJJAR, Y
    ZAMAN, M
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1993, 119 (11): : 1790 - 1804