A Universal Finite Element of Thick and Thin Plate Without Shear Locking

被引:0
|
作者
Yu Shuqiang [1 ]
Zhang Ming [1 ]
Fan Lulu [1 ]
机构
[1] China Univ Petr Huadong, Coll Storage & Transportat & Architecture, Inst Architectural Struct, Qingdao 266555, Peoples R China
来源
ADVANCES IN MECHANICAL ENGINEERING, PTS 1-3 | 2011年 / 52-54卷
关键词
Finite element; Shear locking; Deep beam; Thick and thin plate;
D O I
10.4028/www.scientific.net/AMM.52-54.1353
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
In order to prevent shear locking, a method using theory of deep beam is proposed. A universal finite element for thick and thin plates is constructed. When the plate thickness approaches to the limit of thin plate, the universal element degenerates to the thin plate element automatically. As a results, the shear locking phenomenon will not appear. The computational results indicate that the current element has high-accuracy and good usefulness.
引用
收藏
页码:1353 / 1357
页数:5
相关论文
共 50 条
  • [1] Shear Locking-Free Finite Element Formulation for Thick Plate Vibration Analysis
    Senjanovic, Ivo
    Vladimir, Nikola
    Hadzic, Neven
    Cho, Dae-Seung
    BRODOGRADNJA, 2013, 64 (03): : 256 - 278
  • [2] The transition from thin plates to moderately thick plates by using finite element analysis and the shear locking problem
    Ozkul, TA
    Ture, U
    THIN-WALLED STRUCTURES, 2004, 42 (10) : 1405 - 1430
  • [3] A unified polygonal locking-free thin/thick smoothed plate element
    Katili, Irwan
    Maknun, Imam Jauhari
    Katili, Andi Makarim
    Bordas, Stephane P. A.
    Natarajan, Sundararajan
    COMPOSITE STRUCTURES, 2019, 219 : 147 - 157
  • [4] Selective element domain interpolation technique for assumed rotations and shear strains in polygonal finite element thick/thin plate analysis
    Nguyen, Son H.
    Phan, Duc-Huynh
    THIN-WALLED STRUCTURES, 2023, 186
  • [5] Modified Mindlin plate theory and shear locking-free finite element formulation
    Senjanovic, Ivo
    Vladimir, Nikola
    Hadzic, Neven
    MECHANICS RESEARCH COMMUNICATIONS, 2014, 55 : 95 - 104
  • [6] A new locking-free polygonal plate element for thin and thick plates based on Reissner-Mindlin plate theory and assumed shear strain fields
    Videla, Javier
    Natarajan, Sundararajan
    Bordas, Stephane P. A.
    COMPUTERS & STRUCTURES, 2019, 220 : 32 - 42
  • [7] A new and simple locking-free triangular thick plate element using independent shear degrees of freedom
    Zhuang, X. Y.
    Huang, R. Q.
    Zhu, H. H.
    Askes, H.
    Mathisen, K.
    FINITE ELEMENTS IN ANALYSIS AND DESIGN, 2013, 75 : 1 - 7
  • [8] Shear Locking Free Finite Elements for Thick Plates on Elastic Foundations
    Ozgan, Korhan
    Daloglu, Ayse T.
    TEKNIK DERGI, 2011, 22 (02): : 5341 - 5358
  • [9] LOCKING EFFECTS IN THE FINITE-ELEMENT APPROXIMATION OF PLATE MODELS
    SURI, M
    BABUSKA, I
    SCHWAB, C
    MATHEMATICS OF COMPUTATION, 1995, 64 (210) : 461 - 482
  • [10] Shear locking in one-dimensional finite element methods
    Baier-Saip, J. A.
    Baler, P. A.
    de Faria, A. R.
    Oliveira, J. C.
    Baier, H.
    EUROPEAN JOURNAL OF MECHANICS A-SOLIDS, 2020, 79