Efficient large deflection analysis of elasto-plastic thin shells of revolution

被引:0
|
作者
Pajunen, S [1 ]
机构
[1] Tampere Univ Technol, Inst Appl Mech & Optimizat, FIN-33101 Tampere, Finland
来源
关键词
axisymmetric shell; large deflection; plasticity; closest point projection; consistent material matrix;
D O I
10.1002/cnm.406
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The paper presents an extension of a stress resultant based axisymmetric shell element by Reissner to the elasto-plastic computations. In the elastic range, the element exhibits exact kinematics for large displacements and rotations thus enabling the use of large increments in the global equilibrium path continuation. In order to preserve this desired property also in the elasto-plastic range, the general closest point projection algorithm is utilized for the elasto-plastic stress increment computation. In the case of the used element, consistent linearization of the stress updating algorithm results in a very simple form so that the element offers an efficient and computationally cheap approach to the large deflection elasto-plastic axisymmetric shell problems. Copyright (C) 2001 John Wiley & Sons, Ltd.
引用
下载
收藏
页码:259 / 273
页数:15
相关论文
共 50 条
  • [21] LARGE DISPLACEMENT ANALYSIS OF ELASTO-PLASTIC FRAMES
    HSIAO, KM
    HOU, FY
    SPILIOPOULOS, KV
    COMPUTERS & STRUCTURES, 1988, 28 (05) : 627 - 633
  • [22] Constitutive model and finite element formulation for large strain elasto-plastic analysis of shells
    Basar, Y
    Itskov, M
    COMPUTATIONAL MECHANICS, 1999, 23 (5-6) : 466 - 481
  • [23] TRIANGULAR FINITE ELEMENT FOR LARGE DEFORMATION ELASTO-PLASTIC ANALYSIS OF ARBITRARY SHELLS.
    Kleiber, Michal
    1978, 26 (02): : 103 - 113
  • [24] Constitutive model and finite element formulation for large strain elasto-plastic analysis of shells
    Başar, Y.
    Itskov, M.
    Computational Mechanics, 1999, 23 (05): : 466 - 481
  • [25] Elasto-plastic analysis of large deformation cables
    Lv Q.
    Tao Z.
    Li Z.
    He M.
    An W.
    Yanshilixue Yu Gongcheng Xuebao/Chinese Journal of Rock Mechanics and Engineering, 2018, 37 (04): : 792 - 800
  • [26] Efficient elasto-plastic simulation
    Wieners, C
    MULTIFIELD PROBLEMS: STATE OF THE ART, 2000, : 209 - 216
  • [27] Computer program for large deflection elasto-plastic analysis of semi-rigid steel frameworks
    Barsan, GM
    Chiorean, CG
    COMPUTERS & STRUCTURES, 1999, 72 (06) : 699 - 711
  • [28] An incremental approach for springback analysis of elasto-plastic beam undergoing contact driven large deflection
    Pandit, D.
    Srinivasan, Sivakumar M.
    INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2016, 115 : 24 - 33
  • [29] On large deformations of thin elasto-plastic shells: Implementation of a finite rotation model for quadrilateral shell element
    Brank, B
    Peric, D
    Damjanic, FB
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1997, 40 (04) : 689 - 726
  • [30] Analysis of elasto-plastic and geometrical nonlinear anisotropic plates and shells
    Long, Shuyao
    Zheng, Hairong
    Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences, 1996, 23 (04):