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浮基两刚体模型强迫振动动力响应分析
引用本文:王 丙,江召兵,陈徐均,黄亚新.浮基两刚体模型强迫振动动力响应分析[J].振动与冲击,2014,33(2):168-172.
作者姓名:王 丙  江召兵  陈徐均  黄亚新
作者单位:1. 解放军理工大学 野战工程学院,南京,210007; 2.上海交通大学 船舶海洋与建筑工程学院, 上海 200240
基金项目:国家自然科学基金(#51009147);江苏省自然科学基金(BK2011121)联合资助
摘    要:为分析浮基在外力作用下产生的强迫振动对浮基多体系统动力响应影响,将浮基多体系统简化为光滑铰接的两刚体模型,用多体动力学离散时间传递矩阵理论,并编写程序对浮基多体系统动力响应求解。分别计算浮基在周期横摇角强迫振动与波浪作用下浮基两刚体动力响应,获得浮基两刚体系统运动响应曲线。数值模拟结果表明,当横摇角强迫振动幅值、频率增加时,起吊重物的摆动更剧烈,绳索长度变化对重物摆动影响不大。在横向规则波作用下,浮基与重物的摆动幅值随绳索长度、吊臂仰角的增加而增大,随起吊重物质量变化先增大后减小。

关 键 词:浮基两刚体系统  传递矩阵  强迫振动  动力响应  
收稿时间:2012-9-11
修稿时间:2013-3-6

Dynamic responses of forced vibration on two rigid-bodies model with a floating base
WANG Bing,JIANG Zhao-bing,CHEN Xu-jun,HUANG Ya-xin.Dynamic responses of forced vibration on two rigid-bodies model with a floating base[J].Journal of Vibration and Shock,2014,33(2):168-172.
Authors:WANG Bing  JIANG Zhao-bing  CHEN Xu-jun  HUANG Ya-xin
Affiliation:1. College of Field Engineering, PLA Univ. of Sci. & Tech., Nanjing 210007, China;2. School of Naval Architecture, Ocean & Civil Engineering, Shanghai Jiao Tong University, Shanghai 200240, China
Abstract:In order to analyze the influence of the forced vibration to the dynamic responses of the multi-body system with a floating base, the system is simplified to two rigid-bodies model connected by a smooth joint. The dynamic responses of the system are solved by the program according to the transfer matrix theory of multi-body dynamics. The time histories of the motion of the system are obtained under the condition of the floating base acted by forced period rolling motion or waves. The results of numerical simulation show that the swing of the weight severe with the increase of the amplitude and the frequency of the forced vibration, but not be influenced by the length variation of the rope. The oscillation amplitudes of the floating base and the weight under the action of the transverse regular wave increase with the length of the rope and the elevation of the arm.
Keywords:two rigid-bodies system with a floating basetransfer matrixforced vibrationdynamic responses
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