A time domain FEM approach based on implicit Green's functions for non-linear dynamic analysis

被引:35
|
作者
Soares, D [1 ]
Mansur, WJ [1 ]
机构
[1] Univ Fed Rio de Janeiro, COPPE, Dept Civil Engn, BR-21945970 Rio De Janeiro, Brazil
关键词
Green's function; nodal co-ordinates; FEM; time integration; Newmark algorithm; non-linear dynamics;
D O I
10.1002/nme.1210
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The present paper describes an unconditionally stable algorithm to integrate the equations of motion in time. The standard FEM displacement model is employed to perform space discretization, and the time-marching process is carried out through an algorithm based on the Green's function of the mechanical system in nodal co-ordinates. In the present 'implicit Green's function approach' (ImGA), mechanical system Green's functions are not explicitly computed; rather they are implicitly considered through an iterative pseudo-forces process. Under certain simplifying hypothesis, iterations are not necessary and the ImGA becomes cheaper than standard Newmark/Newton-Raphson algorithm. At the end of the paper numerical examples are presented in order to illustrate the accuracy of the present approach. Copyright (C) 2004 John Wiley Sons, Ltd.
引用
收藏
页码:664 / 681
页数:18
相关论文
共 50 条
  • [1] A frequency-domain FEM approach based on implicit Green's functions for non-linear dynamic analysis
    Soares, D
    Mansur, WJ
    [J]. INTERNATIONAL JOURNAL OF SOLIDS AND STRUCTURES, 2005, 42 (23) : 6003 - 6014
  • [2] A time-domain FEM approach based on implicit Green's functions for the dynamic analysis of porous media
    Soares, Delfim, Jr.
    [J]. COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2008, 197 (51-52) : 4645 - 4652
  • [3] An efficient time-domain FEM/BEM coupling approach based on FEM implicit Green's functions and truncation of BEM time convolution process
    Soares, D., Jr.
    Mansur, W. J.
    Von Estorff, O.
    [J]. COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2007, 196 (9-12) : 1816 - 1826
  • [4] Non-iterative time integration scheme for non-linear dynamic FEM analysis
    Honda, R
    Sakai, H
    Sawada, S
    [J]. EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2004, 33 (01): : 111 - 132
  • [5] Dynamic and static non-linear analysis of reinforced media: a BEM/FEM coupling approach
    Coda, HB
    [J]. COMPUTERS & STRUCTURES, 2001, 79 (31) : 2751 - 2765
  • [6] Energy analysis of a non-linear dynamic impact using FEM
    Lund, Espen
    Jecmenica, Mladen
    Karimi, Hamid Reza
    Robbersmyr, Kjell G.
    Melteig, Ole
    [J]. 2014 11TH WORLD CONGRESS ON INTELLIGENT CONTROL AND AUTOMATION (WCICA), 2014, : 6075 - 6080
  • [7] An efficient time/frequency domain algorithm for modal analysis of non-linear models discretized by the FEM
    Soares, D
    Mansur, WJ
    [J]. COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2003, 192 (33-34) : 3731 - 3745
  • [8] A time-domain POD approach based on numerical implicit and explicit Green?s functions for 3D elastodynamic analysis
    Souza, Y. P.
    Loureiro, F. S.
    Mansur, W. J.
    Ferreira, W. G.
    Camargo, R. S.
    [J]. COMPUTERS & STRUCTURES, 2023, 275
  • [9] A numerical approach on bifurcation in non-linear fem
    Jin, H
    Guo, ZQ
    [J]. MCCI'2000: INTERNATIONAL SYMPOSIUM ON MODERN CONCRETE COMPOSITES & INFRASTRUCTURES, VOL I, 2000, : 59 - 64
  • [10] Use of Trefftz functions in non-linear BEM/FEM
    Kompis, V
    Toma, M
    Zmindák, M
    Handrik, M
    [J]. COMPUTERS & STRUCTURES, 2004, 82 (27) : 2351 - 2360