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支承运动情况下旋转梁的刚-柔耦合振动分析
引用本文:盛国刚,李传习,赵冰.支承运动情况下旋转梁的刚-柔耦合振动分析[J].振动与冲击,2006,25(6):117-120.
作者姓名:盛国刚  李传习  赵冰
作者单位:长沙理工大学桥梁与结构工程学院,长沙,410076
基金项目:湖南省自然科学基金;湖南省教育厅科研项目
摘    要:利用哈密顿原理建立了支承运动情况下旋转梁的刚-柔耦合振动非线性动力学方程组及边界条件。根据假设模态法,利用边界条件以及模态函数的性质,得到一组模态坐标与刚性角位移耦合时变系数常微分方程,运用数值方法比较了非耦合和耦合时刚性角位移的结果,计算了梁的动力响应并分析了模态截断的影响,最后运用梁端部弹性振动的相轨迹分析了该时变系统的稳定性。

关 键 词:哈密顿原理  刚柔耦合系统  假设模态法  时变系统  相轨迹
收稿时间:09 19 2005 12:00AM
修稿时间:12 17 2005 12:00AM

Rigid-Flexible Coupling Vibration of A Rotating Beam Subjected to Base Excitation
Sheng Guogang,Li Chuanxi,Zhao Bing.Rigid-Flexible Coupling Vibration of A Rotating Beam Subjected to Base Excitation[J].Journal of Vibration and Shock,2006,25(6):117-120.
Authors:Sheng Guogang  Li Chuanxi  Zhao Bing
Abstract:A rotating beam-mass system undergoes a vertical excitation and a horizontal base excitation.The dynamic equation and the boyndary condition of the rigid-flexible coupling system is derived by using Hamilton principle.The assumed mode approach and the boundary condition are used to change the dynamic equation into the coupling equations between the mode coordinates and rigid angular displacements.The dynamic response of the rotating flexible beam with a tip mass is analyzed.The stability is also investigated according to the phase trajectory
Keywords:rotating beam  Hamilton's principle  rigid-flexible coupling systems  assumed mode approach  time-varying system  phose trajectory
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