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刚弹耦合动力学初值问题拟变分原理及其应用
引用本文:周平,李海波,梁立孚. 刚弹耦合动力学初值问题拟变分原理及其应用[J]. 北京航空航天大学学报, 2017, 43(7): 1321-1329. DOI: 10.13700/j.bh.1001-5965.2016.0849
作者姓名:周平  李海波  梁立孚
作者单位:哈尔滨工程大学机电工程学院,哈尔滨150001;黑龙江科技大学机械工程学院,哈尔滨150022;北京强度环境研究所可靠性与环境工程技术重点实验室,北京,100076;哈尔滨工程大学机电工程学院,哈尔滨,150001
基金项目:国家自然科学基金(111172046
摘    要:刚弹耦合动力学在国防和民用经济建设中有着广阔的应用前景,但目前还没有完全成熟的理论研究成果。鉴于此,针对刚弹耦合特性,建立初值问题拟变分原理;应用变分方法,推导拟变分原理的拟驻值条件,即得到刚弹耦合动力学的控制方程;给出刚弹耦合动力学初值问题拟变分原理应用的2个算例,1个是应用控制方程求得自由梁的奇数阶振型的解析解,1个是应用变分直接方法 Ritz方法求得自由梁的偶数阶振型的解析解。研究表明,刚弹耦合动力学初值问题拟变分原理为建立有限元计算模型提供了依据。

关 键 词:刚弹耦合动力学  初值问题  拟变分原理  控制方程  自由梁
收稿时间:2016-11-04

Quasi-variational principle and application of initial value problem for rigid-elastic coupling dynamics
ZHOU Ping,LI Haibo,LIANG Lifu. Quasi-variational principle and application of initial value problem for rigid-elastic coupling dynamics[J]. Journal of Beijing University of Aeronautics and Astronautics, 2017, 43(7): 1321-1329. DOI: 10.13700/j.bh.1001-5965.2016.0849
Authors:ZHOU Ping  LI Haibo  LIANG Lifu
Abstract:The rigid-elastic coupling dynamics has been widely used in the national defense and civil economic construction,but there are still no mature theoretical research results.In this view,the quasi-variational principle of the initial value problem was established,according to rigid-elastic coupling characters,and the quasi-stationary condition of the quasi-variational principle was derived by the variational method.This condition is the governing equation of rigid-elastic coupling dynamics.Two examples were given to show the application of this condition.One was the analytical solution of the odd order vibration mode of free beam obtained by the governing equation.The other is the analytical solution of the even order vibration mode of the free beam obtained by the variational direct method Ritz method.The results show that the quasi-variational principle of the initial value problem of the rigid-elastic coupling dynamics provides the basis for the establishment of finite element model.
Keywords:rigid-elastic coupling dynamics  initial value problem  quasi-variational principle  governing equation  free beam
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