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一类刚-梁耦合系统平面稳态运动的稳定性
引用本文:程耀,陆启韶.一类刚-梁耦合系统平面稳态运动的稳定性[J].力学学报,2005,37(6):750-755.
作者姓名:程耀  陆启韶
作者单位:北京航空航天大学理学院
基金项目:国家自然科学基金资助项目(19402005).~~
摘    要:研究了中心力场中的一类刚-弹耦合系统的平面运动动力学,模型是带有一悬臂 梁的刚体. 综合考虑了系统轨道运动与姿态运动,在Lagrange力学体系下给出了系统的运 动方程,在保守系统和考虑梁的材料黏滞阻尼两种情况下,利用能量-动量方法给出了一类 相对平衡点稳定性的充分条件.

关 键 词:中心力场  刚-弹耦合  相对平衡点  稳定性  能量-动量方法  
文章编号:0459-1879(2005)06-0750-06
收稿时间:2004-06-04
修稿时间:2005-10-09

Plannar motion and stability for a rigid body with a flexible attachment in a field of central gravitational force
Cheng Yao,Lu Qishao.Plannar motion and stability for a rigid body with a flexible attachment in a field of central gravitational force[J].chinese journal of theoretical and applied mechanics,2005,37(6):750-755.
Authors:Cheng Yao  Lu Qishao
Institution:School of Science, Beijing University of Aeronautics and Astronautics, Beijing 100083, China
Abstract:Planar motion for a rigid body attached with an elastic beam in a field of central gravitational force was investigated, and both of orbital motion and attitude motion were under consideration. The equations of motion of the system were derived by Lagrangian equation. The system has a first integral which indicates the conservation of angular momentum of the system. In the case of conservative system, the system has a class of relative equilibria which correspond to stationary motions of the system. Each stationary motion is defined by steady rotation of the system at an angular velocity equal to the orbital velocity, with the beam being in deformed state. By taking the energy-momentum functional as the Lyapunov function, the sufficient conditions for the stability of the relative equilibria were given. In the case of the energy dissipation, if the dissipation comes from the material viscous-damping of the beam, such energy dissipation do not change the relative equilibria of the sysstem, so the sufficient conditions for the stability of the stationary motions are the same.
Keywords:central gravitational force  coupled rigid-elastic body  relative equilibrium  stability  Energy-Momentum method  
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