Semi-analytical Solution for Nonlinear Transverse Vibration Analysis of an Euler-Bernoulli Beam with Multiple Concentrated Masses Using Variational Iteration Method

被引:8
作者
Torabi, K. [1 ]
Sharifi, D. [2 ]
Ghassabi, M. [3 ]
Mohebbi, A. [2 ]
机构
[1] Univ Isfahan, Fac Engn, Dept Mech Engn, Esfahan 8174673441, Iran
[2] Univ Kashan, Dept Mech Engn, Kashan, Iran
[3] Iran Univ Sci & Technol, Dept Mech Engn, Tehran, Iran
关键词
Variational iteration method; Nonlinear transverse vibration; Euler-Bernoulli beam; Multiple concentrated mass; INERTIA;
D O I
10.1007/s40997-018-0168-7
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
In this article, linear and nonlinear transverse vibration of Euler-Bernoulli beams with multiple concentrated masses have been investigated using variational iteration method (VIM), and the effects of concentrated mass on natural frequencies and mode shapes have been taken into account as well. VIM is a powerful method with high convergence which gives analytical solution to linear problems and is capable of being extended to present semi-analytical solutions to nonlinear ones. The proper choice of Lagrange's multiplier and Initial Function can increase the convergence speed. In this study, along with presenting the suitable trend for determining these two functions, the obtained frequencies in linear and nonlinear states are compared with those calculated from other methods, and the accuracy and convergence speed of this procedure are examined. It is concluded that with increasing the intensity of concentrated mass, linear natural frequency and the ratio of nonlinear frequency to linear one will decline.
引用
收藏
页码:425 / 440
页数:16
相关论文
共 33 条
[1]  
Al-Sawoor AJ., 2014, J EGYPT MATH SOC, V22, P396, DOI [10.1016/j.joems.2013.12.011, DOI 10.1016/J.JOEMS.2013.12.011]
[2]   A nonlinear Timoshenko beam formulation based on the modified couple stress theory [J].
Asghari, M. ;
Kahrobaiyan, M. H. ;
Ahmadian, M. T. .
INTERNATIONAL JOURNAL OF ENGINEERING SCIENCE, 2010, 48 (12) :1749-1761
[3]   Non-linear vibration of Euler-Bernoulli beams [J].
Barari, A. ;
Kaliji, H. D. ;
Ghadimi, M. ;
Domairry, G. .
LATIN AMERICAN JOURNAL OF SOLIDS AND STRUCTURES, 2011, 8 (02) :139-148
[4]   GALERKIN FINITE-ELEMENT METHOD FOR NON-LINEAR BEAM VIBRATIONS [J].
BHASHYAM, GR ;
PRATHAP, G .
JOURNAL OF SOUND AND VIBRATION, 1980, 72 (02) :191-203
[5]   Re-examination of natural frequencies of marine risers by variational iteration method [J].
Chen, Yanfei ;
Zhang, Juan ;
Zhang, Hong ;
Li, Xin ;
Zhou, Jing .
OCEAN ENGINEERING, 2015, 94 :132-139
[6]  
Coskun Safa Bozkurt, 2011, Advances in Vibration Analysis Research, P1
[7]  
Dimaragonas A.D., 1992, VIBRATION ENG
[8]   NONLINEAR VIBRATIONS OF BEAMS WITH VARIOUS BOUNDARY CONDITIONS [J].
EVENSEN, DA .
AIAA JOURNAL, 1968, 6 (02) :370-&
[9]  
Feng Y., 1992, Nonlinear Dyn, V3, P13, DOI [10.1007/BF00045468, DOI 10.1007/BF00045468]
[10]   Influence of shear deformation and rotary inertia on nonlinear free vibration of a beam with pinned ends [J].
Foda, MA .
COMPUTERS & STRUCTURES, 1999, 71 (06) :663-670