Suppression of spurious intermediate frequency modes in under-integrated elements by combined stiffness/viscous stabilization

被引:16
作者
Daniel, WJT
Belytschko, T
机构
[1] Northwestern Univ, Dept Mech Engn, Evanston, IL 60208 USA
[2] Univ Queensland, Sch Engn, Brisbane, Qld 4072, Australia
关键词
finite elements; explicit integration; stabilized methods; hourglass modes; spurious modes;
D O I
10.1002/nme.1369
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Solutions employing perturbation stiffness or viscous hourglass control with one-point quadrature finite elements often exhibit spurious modes in the intermediate frequency range. These spurious frequencies are demonstrated in several examples and their origin is explained. Then it is shown that by critically damping the hourglass modes, these spurious mid-range frequency modes can be suppressed. Estimates of the hourglass frequency and damping coefficients are provided for the plane 4-node quadrilateral and a 4-node shell element. Results are presented that show almost complete annihilation of spurious intermediate frequency modes for both linear and non-linear problems. Copyright (c) 2005 John Wiley & Sons, Ltd.
引用
收藏
页码:335 / 353
页数:19
相关论文
共 19 条
[1]  
BELYTSCHKO T, 1992, COMPUT METHOD APPL M, V96, P93
[2]   ASSUMED STRAIN STABILIZATION OF THE 4-NODE QUADRILATERAL WITH 1-POINT QUADRATURE FOR NONLINEAR PROBLEMS [J].
BELYTSCHKO, T ;
BINDEMAN, LP .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1991, 88 (03) :311-340
[3]   EFFICIENT IMPLEMENTATION OF QUADRILATERALS WITH HIGH COARSE-MESH ACCURACY [J].
BELYTSCHKO, T ;
BACHRACH, WE .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1986, 54 (03) :279-301
[4]   PHYSICAL STABILIZATION OF THE 4-NODE SHELL ELEMENT WITH ONE-POINT QUADRATURE [J].
BELYTSCHKO, T ;
LEVIATHAN, I .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1994, 113 (3-4) :321-350
[5]   A STABILIZATION PROCEDURE FOR THE QUADRILATERAL PLATE ELEMENT WITH ONE-POINT QUADRATURE [J].
BELYTSCHKO, T ;
TSAY, CS .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1983, 19 (03) :405-419
[6]  
Belytschko T., 2013, NONLINEAR FINITE ELE
[7]   A UNIFORM DEFORMATION GRADIENT HEXAHEDRON ELEMENT WITH ARTIFICIAL HOURGLASS CONTROL [J].
BONET, J ;
BHARGAVA, P .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1995, 38 (16) :2809-2828
[8]   A UNIFORM STRAIN HEXAHEDRON AND QUADRILATERAL WITH ORTHOGONAL HOURGLASS CONTROL [J].
FLANAGAN, DP ;
BELYTSCHKO, T .
INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1981, 17 (05) :679-706
[9]  
Hallquist J, 1991, Ls-dyna theoretical manual
[10]   Explicit time integration algorithms for structural dynamics with optimal numerical dissipation [J].
Hulbert, GM ;
Chung, JT .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1996, 137 (02) :175-188