Stress-Based Finite Element Methods for Dynamics Analysis of Euler-Bernoulli Beams with Various Boundary Conditions

被引:1
|
作者
Gholampour, Majid [1 ]
Abadi, Bahman Nouri Rahmat [1 ]
Farid, Mehrdad [1 ]
Cleghorn, William L. [2 ]
机构
[1] Shiraz Univ, Sch Mech Engn, Shiraz, Iran
[2] Univ Toronto, Dept Mech & Ind Engn, Toronto, ON, Canada
来源
关键词
Euler-Bernoulli beams; Stress-based finite element; Natural frequency; Dynamic analysis;
D O I
10.1590/1679-78253927
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this research, two stress-based finite element methods including the curvature-based finite element method (CFE) and the curvature-derivative-based finite element method (CDFE) are developed for dynamics analysis of Euler-Bernoulli beams with different boundary conditions. In CFE, the curvature distribution of the Euler-Bernoulli beams is approximated by its nodal curvatures then the displacement distribution is obtained by its integration. In CDFE, the displacement distribution is approximated in terms of nodal curvature derivatives by integration of the curvature derivative distribution. In the introduced methods, compared with displacement-based finite element method (DFE), not only the required number of degrees of freedom is reduced, but also the continuity of stress at nodal points is satisfied. In this paper, the natural frequencies of beams with different type of boundary conditions are obtained using both CFE and CDFE methods. Furthermore, some numerical examples for the static and dynamic response of some beams are solved and compared with those obtained by DFE method.
引用
收藏
页码:1629 / 1647
页数:19
相关论文
共 50 条
  • [1] Stress-based finite element method for Euler-Bernoulli beams
    Kuo, YL
    Cleghorn, WL
    Behdinan, K
    TRANSACTIONS OF THE CANADIAN SOCIETY FOR MECHANICAL ENGINEERING, 2006, 30 (01) : 1 - 6
  • [2] Analysis of regular and chaotic dynamics of the Euler-Bernoulli beams using finite difference and finite element methods
    Awrejcewicz, J.
    Krysko, A. V.
    Mrozowski, J.
    Saltykova, O. A.
    Zhigalov, M. V.
    ACTA MECHANICA SINICA, 2011, 27 (01) : 36 - 43
  • [3] Analysis of regular and chaotic dynamics of the Euler-Bernoulli beams using finite difference and finite element methods
    J.Awrejcewicz
    A.V.Krysko
    J.Mrozowski
    O.A.Saltykova
    M.V.Zhigalov
    Acta Mechanica Sinica, 2011, 27 (01) : 36 - 43
  • [4] Analysis of regular and chaotic dynamics of the Euler-Bernoulli beams using finite difference and finite element methods
    J. Awrejcewicz
    A. V. Krysko
    J. Mrozowski
    O. A. Saltykova
    M. V. Zhigalov
    Acta Mechanica Sinica, 2011, 27
  • [5] Analysis of Regular and Chaotic Dynamics of the Euler-Bernoulli Beams Using Finite-Difference and Finite-Element Methods
    Krysko, Anton
    Awrejcewicz, Jan
    Zhigalov, Maxim
    Saltykowa, Olga
    MODELING, SIMULATION AND CONTROL OF NONLINEAR ENGINEERING DYNAMICAL SYSTEMS: STATE-OF-THE-ART, PERSPECTIVES AND APPLICATIONS, 2009, : 255 - +
  • [6] FINITE ELEMENT ANALYSIS OF WAVE PROPAGATION IN PERIODIC EULER-BERNOULLI BEAMS
    Hussein, Mahmoud I.
    Elabbasi, Nagi
    Liu, Liao
    IMECE2009, VOL 15: SOUND, VIBRATION AND DESIGN, 2010, : 163 - 169
  • [7] The Boundary Element Method Applied to the Analysis of Euler-Bernoulli and Timoshenko Continuous Beams
    Carrer, J. A. M.
    Scuciato, R. F.
    Garcia, L. F. T.
    IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY-TRANSACTIONS OF CIVIL ENGINEERING, 2020, 44 (03) : 875 - 888
  • [8] Dynamics of Euler-Bernoulli beams with unknown viscoelastic boundary conditions under a moving load
    Qiao, Guandong
    Rahmatalla, Salam
    JOURNAL OF SOUND AND VIBRATION, 2021, 491
  • [9] Stress-Based FEM in the Problem of Bending of Euler-Bernoulli and Timoshenko Beams Resting on Elastic Foundation
    Wieckowski, Zdzislaw
    Swiatkiewicz, Paulina
    MATERIALS, 2021, 14 (02) : 1 - 24
  • [10] Improvement in accuracy of the finite element method in analysis of stability of Euler-Bernoulli and Timoshenko beams
    Wieckowski, Z.
    Golubiewski, M.
    THIN-WALLED STRUCTURES, 2007, 45 (10-11) : 950 - 954