A mixed element based on Lagrange multiplier method for modified couple stress theory

被引:0
|
作者
Young-Rok Kwon
Byung-Chai Lee
机构
[1] Korea Advanced Institute of Science and Technology,Department of Mechanical Engineering
来源
Computational Mechanics | 2017年 / 59卷
关键词
Stress Concentration Factor; Couple Stress Theory; Length Scale Parameter; Strain Gradient Theory; Modify Couple Stress Theory;
D O I
暂无
中图分类号
学科分类号
摘要
A 2D mixed element is proposed for the modified couple stress theory. The C1\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$C^{1}$$\end{document} continuity for the displacement field is required because of the second derivatives of displacement in the energy form of the theory. The C1\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$C^{1}$$\end{document} continuity is satisfied in a weak sense with the Lagrange multiplier method. A supplementary rotation is introduced as an independent variable and the kinematic relation between the physical rotation and the supplementary rotation is constrained with Lagrange multipliers. Convergence criteria and a stability condition are derived, and the number and the positions of nodes for each independent variable are determined. Internal degrees of freedom are condensed out, so the element has only 21 degrees of freedom. The proposed element passes the C0-1\documentclass[12pt]{minimal} \usepackage{amsmath} \usepackage{wasysym} \usepackage{amsfonts} \usepackage{amssymb} \usepackage{amsbsy} \usepackage{mathrsfs} \usepackage{upgreek} \setlength{\oddsidemargin}{-69pt} \begin{document}$$C^{0-1}$$\end{document} patch test. Numerical results show that the principle of limitation is applied to the element and the element is robust to mesh distortion. Furthermore, the size effects are captured well with the element.
引用
收藏
页码:117 / 128
页数:11
相关论文
共 50 条
  • [1] A mixed element based on Lagrange multiplier method for modified couple stress theory
    Kwon, Young-Rok
    Lee, Byung-Chai
    [J]. COMPUTATIONAL MECHANICS, 2017, 59 (01) : 117 - 128
  • [2] Incompatible finite element constrained by Lagrange multiplier on couple-stress theory
    Zhang Bo
    Wang Xi-ping
    Li Shu-cai
    Yang Xue-ying
    Ge Yan-hui
    [J]. ENGINEERING STRUCTURAL INTEGRITY: RESEARCH, DEVELOPMENT AND APPLICATION, VOLS 1 AND 2, 2007, : 1209 - +
  • [3] A Timoshenko beam element based on the modified couple stress theory
    Kahrobaiyan, M. H.
    Asghari, M.
    Ahmadian, M. T.
    [J]. INTERNATIONAL JOURNAL OF MECHANICAL SCIENCES, 2014, 79 : 75 - 83
  • [4] A 10-node tetrahedral element with condensed Lagrange multipliers for the modified couple stress theory
    Choi, Jae-Hoon
    Lee, Byung-Chai
    Sim, Gi-Dong
    [J]. COMPUTERS & STRUCTURES, 2021, 246
  • [5] Three dimensional elements with Lagrange multipliers for the modified couple stress theory
    Kwon, Young-Rok
    Lee, Byung-Chai
    [J]. COMPUTATIONAL MECHANICS, 2018, 62 (01) : 97 - 110
  • [6] Three dimensional elements with Lagrange multipliers for the modified couple stress theory
    Young-Rok Kwon
    Byung-Chai Lee
    [J]. Computational Mechanics, 2018, 62 : 97 - 110
  • [7] Analysis of large deflection of nanobeams based on the modified couple stress theory by using finite element method
    Ehsan Raeisi Estabragh
    Gholam Hossein Baradaran
    [J]. Archive of Applied Mechanics, 2021, 91 : 4717 - 4734
  • [8] Analysis of large deflection of nanobeams based on the modified couple stress theory by using finite element method
    Raeisi Estabragh, Ehsan
    Baradaran, Gholam Hossein
    [J]. ARCHIVE OF APPLIED MECHANICS, 2021, 91 (12) : 4717 - 4734
  • [9] A MIXED-LAGRANGE MULTIPLIER FINITE-ELEMENT METHOD FOR THE POLYHARMONIC EQUATION
    BRAMBLE, JH
    FALK, RS
    [J]. ESAIM-MATHEMATICAL MODELLING AND NUMERICAL ANALYSIS-MODELISATION MATHEMATIQUE ET ANALYSE NUMERIQUE, 1985, 19 (04): : 519 - 557
  • [10] A SIZE-DEPENDENT BEAM ELEMENT BASED ON THE MODIFIED COUPLE STRESS THEORY
    Kahrobaiyan, M. H.
    Khajehpour, M.
    Ahmadian, M. T.
    [J]. PROCEEDINGS OF THE ASME INTERNATIONAL MECHANICAL ENGINEERING CONGRESS AND EXPOSITION, 2011, VOL 8, 2012, : 591 - 597