On the stability of mixed polygonal finite element formulations in nonlinear analysis

被引:4
|
作者
Sauren, Bjorn [1 ]
Klinkel, Sven [1 ,2 ]
机构
[1] Rhein Westfal TH Aachen, Chair Struct Anal & Dynam, Aachen, Germany
[2] Rhein Westfal TH Aachen, Chair Struct Anal & Dynam, Mies Van Der Rohe Str 1, D-52074 Aachen, Germany
关键词
checkerboarding; inf-sup; mixed finite elements; nonlinear analysis; polygonal elements; spurious pressure modes; stability; FEM SOLUTIONS; APPROXIMATION; STABILIZATION; ELASTICITY; EXISTENCE; CURE;
D O I
10.1002/nme.7358
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
This article discusses the accuracy and stability of the pressure field in nonlinear mixed displacement-pressure finite element formulations in solid mechanics. We focus on two-dimensional mixed polygonal finite element formulations with linear displacement and constant pressure approximations in particular. The inf-sup stability of these formulations is assessed and compared with classical mixed finite element formulations. An analytical proof is presented, which concludes that the occurrence of spurious pressure modes depends on the chosen meshing strategy. It is shown that these spurious modes are successfully suppressed on any Voronoi mesh in both linear elasticity and nonlinear hyperelasticity without the need for any kind of stabilization. Several linear and nonlinear nearly-incompressible examples with different discretization strategies and boundary conditions are considered to validate the analytical proof. A mixed polygonal finite element formulation based on the scaled boundary parameterization is used to approximate the field variables, however, the derivations presented herein hold for any lowest-order mixed polygonal finite element formulation. The nonexistence of checkerboard modes on linear elastic Voronoi discretizations is shown graphically. By evaluating the incremental pressure in each Newton-Raphson iteration, the stabilization effect of the Voronoi discretization is demonstrated for nonlinear problems. In addition, the analytical proof is validated by the numerical (generalized) inf-sup test.
引用
收藏
页数:27
相关论文
共 50 条
  • [41] Polygonal finite element method for nonlinear constitutive modeling of polycrystalline ferroelectrics
    Sze, KY
    Sheng, N
    FINITE ELEMENTS IN ANALYSIS AND DESIGN, 2005, 42 (02) : 107 - 129
  • [42] Error Analysis of Mixed Finite Element Methods for Nonlinear Parabolic Equations
    Gao, Huadong
    Qiu, Weifeng
    JOURNAL OF SCIENTIFIC COMPUTING, 2018, 77 (03) : 1660 - 1678
  • [43] Error Analysis of Mixed Finite Element Methods for Nonlinear Parabolic Equations
    Huadong Gao
    Weifeng Qiu
    Journal of Scientific Computing, 2018, 77 : 1660 - 1678
  • [44] Study of a Mixed Finite Element Model for the Analysis of a Geometrically Nonlinear Plate
    Kim, Wooram
    Choi, Youn Dae
    TRANSACTIONS OF THE KOREAN SOCIETY OF MECHANICAL ENGINEERS A, 2010, 34 (10) : 1427 - 1435
  • [45] On the stability analysis of hyperelastic boundary value problems using three- and two-field mixed finite element formulations
    Schroeder, Joerg
    Viebahn, Nils
    Wriggers, Peter
    Auricchio, Ferdinando
    Steeger, Karl
    COMPUTATIONAL MECHANICS, 2017, 60 (03) : 479 - 492
  • [46] Stabilized mixed finite element formulations for materially nonlinear partially saturated two-phase media
    Truty, A
    Zimmermann, T
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2006, 195 (13-16) : 1517 - 1546
  • [47] On the stability analysis of hyperelastic boundary value problems using three- and two-field mixed finite element formulations
    Jörg Schröder
    Nils Viebahn
    Peter Wriggers
    Ferdinando Auricchio
    Karl Steeger
    Computational Mechanics, 2017, 60 : 479 - 492
  • [48] Primal and mixed finite element formulations for the relaxed micromorphic model
    Sky, Adam
    Neunteufel, Michael
    Muench, Ingo
    Schoeberl, Joachim
    Neff, Patrizio
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2022, 399
  • [49] On Finite Element Formulations for the Obstacle Problem - Mixed and Stabilised Methods
    Gustafsson, Tom
    Stenberg, Rolf
    Videman, Juha
    COMPUTATIONAL METHODS IN APPLIED MATHEMATICS, 2017, 17 (03) : 413 - 429
  • [50] NONLINEAR STABILITY ANALYSIS OF STEEL MEMBERS BY FINITE-ELEMENT METHOD
    SHEN, ZY
    ZHANG, QL
    JOURNAL OF ENGINEERING MECHANICS-ASCE, 1992, 118 (03): : 445 - 461