Unified and mixed formulation of the 8-node hexahedral elements by assumed strain method

被引:35
|
作者
Zhu, YY [1 ]
Cescotto, S [1 ]
机构
[1] UNIV LIEGE,MSM DEPT,LIEGE,BELGIUM
关键词
D O I
10.1016/0045-7825(95)00835-7
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
In this paper, a class of 'assumed strain' mixed finite element methods based on the Hu-Washizu variational principle is presented. Special care is taken to avoid hourglass modes and shear locking as well as volumetric locking. A unified framework for the 8-node hexahedral solid and thermal as well as thermomechanical coupling elements with uniform reduced integration (URI) and selective numerical integration (SI) schemes is developed. The approach is simply implemented by a small change of the standard technique and is applicable to arbitrary non-linear constitutive laws including isotropic and anisotropic material behaviors. The implementation of the proposed SI elements is straightforward, while the development of the proposed URI elements requires 'anti-hourglass stresses' which are evaluated by classical constitutive equations. Several numerical examples are given to demonstrate the performance of the suggested formulation, including mechanical problems, heat conduction and thermomechanical problems with emphasis on sheet forming processes.
引用
收藏
页码:177 / 209
页数:33
相关论文
共 50 条
  • [1] A selective reduced integration 8-node hexahedral element by assumed strain for coining simulation
    Zhong, Wen
    Liu, Yuqi
    Hu, Yunming
    Li, Shengqiang
    Xu, Hengjian
    ADVANCED MANUFACTURING TECHNOLOGY, PTS 1-4, 2012, 472-475 : 533 - +
  • [3] UNIFIED AND MIXED FORMULATION OF THE 4-NODE QUADRILATERAL ELEMENTS BY ASSUMED STRAIN METHOD - APPLICATION TO THERMOMECHANICAL PROBLEMS
    ZHU, YY
    CESCOTTO, S
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 1995, 38 (04) : 685 - 716
  • [4] ASSUMED STRAIN STABILIZATION OF THE 8 NODE HEXAHEDRAL ELEMENT
    BELYTSCHKO, T
    BINDEMAN, LP
    COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1993, 105 (02) : 225 - 260
  • [5] Reverse adjustment to patch test and two 8-node hexahedral elements
    Hu, Shengrong
    Xu, Jingjing
    Liu, Xinhong
    Yan, Murong
    EUROPEAN JOURNAL OF MECHANICS A-SOLIDS, 2019, 73 : 430 - 436
  • [6] THE INVERSE MAPPING AND DISTORTION MEASURES FOR 8-NODE HEXAHEDRAL ISOPARAMETRIC ELEMENTS
    YUAN, KY
    HUANG, YS
    YANG, HT
    PIAN, THH
    COMPUTATIONAL MECHANICS, 1994, 14 (02) : 189 - 199
  • [7] An 8-Node Thin-Walled Element with Assumed Enhanced Strain
    Zhang, Ling
    Nie, Yu-Feng
    2016 INTERNATIONAL CONFERENCE ON MATERIALS SCIENCE AND ENGINEERING APPLICATION (ICMSEA 2016), 2016, : 124 - 129
  • [8] Accurate 8-Node Hybrid Hexahedral Elements with Energy-Compatible Stress Modes
    Zhang, Shiquan
    Xie, Xiaoping
    ADVANCES IN APPLIED MATHEMATICS AND MECHANICS, 2010, 2 (03) : 333 - 354
  • [9] An 8-node assumed strain element with explicit integration for isotropic and laminated composite shells
    Kim, KD
    Park, TH
    STRUCTURAL ENGINEERING AND MECHANICS, 2002, 13 (04) : 387 - 410
  • [10] A co-rotational 8-node degenerated thin-walled element with assumed natural strain and enhanced assumed strain
    Norachan, Pramin
    Suthasupradit, Songsak
    Kim, Ki-Du
    FINITE ELEMENTS IN ANALYSIS AND DESIGN, 2012, 50 (01) : 70 - 85