Contribution to the free vibration problem of a free-free beam with large end masses

被引:2
|
作者
Salinic, Slavisa [1 ]
Obradovic, Aleksandar [2 ]
Dunjic, Momcilo [2 ]
Sekulic, Dragan [3 ]
Lazarevic, Zeljko [4 ]
机构
[1] Univ Kragujevac, Fac Mech & Civil Engn Kraljevo, Dositejeva 19, Kraljevo 36000, Serbia
[2] Univ Belgrade, Fac Mech Engn, Kraljice Marije 16, Belgrade 11120 35, Serbia
[3] Univ Belgrade, Fac Transport & Traff Engn, Vojvode Stepe 305, Belgrade 11000, Serbia
[4] Univ Kragujevac, Fac Engn, Sestre Janjie 6, Kragujevac 34000, Serbia
来源
ZAMM-ZEITSCHRIFT FUR ANGEWANDTE MATHEMATIK UND MECHANIK | 2018年 / 98卷 / 05期
关键词
end rigid bodies; euler-bernoulli beam; free vibration; free-free beam; mode orthogonality condition; NATURAL FREQUENCIES; MODE SHAPES;
D O I
10.1002/zamm.201600300
中图分类号
O29 [应用数学];
学科分类号
070104 ;
摘要
Free vibration of an Euler-Bernoulli beam with rigid bodies connected to the beam ends by both revolute joints and torsional springs is considered. The mass centers of rigid bodies have both the transverse and the axial eccentricity relative to the neutral axis of the undeformed beam. The coupling of the partial differential equations of axial and bending vibrations of the beam due to boundary conditions is considered. The frequency equation and the mode shape orthogonality condition of the system are derived. In order to illustrate the effect of the transverse and the axial eccentricity on the vibration behavior of the beam, a numerical example is provided.
引用
收藏
页码:840 / 847
页数:8
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