Investigation on steady state deformation and free vibration of a rotating inclined Euler beam

被引:19
|
作者
Tsai, Ming Hsu [1 ]
Lin, Wen Yi [2 ]
Zhou, Yu Chun [1 ]
Hsiao, Kuo Mo [1 ]
机构
[1] Natl Chiao Tung Univ, Dept Mech Engn, Hsinchu, Taiwan
[2] De Lin Inst Technol, Dept Mech Engn, Tucheng, Taiwan
关键词
Rotating inclined beam; Steady state deformation; Vibration; Natural frequency; Corotational formulation; Finite element method; DYNAMIC STIFFNESS FORMULATION;
D O I
10.1016/j.ijmecsci.2011.08.011
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The steady state deformation and infinitesimal free vibration around the steady state deformation of a rotating inclined Euler beam at constant angular velocity are investigated by the corotational finite element method combined with floating frame method. The element nodal forces are derived using the consistent second order linearization of the nonlinear beam theory, the d'Alembert principle and the virtual work principle in a current inertia element coordinates, which is coincident with a rotating element coordinate system constructed at the current configuration of the beam element. The rotating element coordinates rotate about the hub axis at the angular speed of the hub. The equations of motion of the system are defined in terms of an inertia global coordinate system, which is coincident with a rotating global coordinate system rigidly tied to the rotating hub. Numerical examples are studied to demonstrate the accuracy and efficiency of the proposed method and to investigate the steady state deformation and natural frequency of the rotating inclined beam. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1050 / 1068
页数:19
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