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计及剪切变形的Timoshenko梁的刚-柔耦合动力学
引用本文:李彬,刘锦阳,洪嘉振.计及剪切变形的Timoshenko梁的刚-柔耦合动力学[J].计算力学学报,2006,23(4):419-422.
作者姓名:李彬  刘锦阳  洪嘉振
作者单位:上海交通大学,船舶海洋与建筑工程学院,上海,200240
基金项目:国家高技术研究发展计划(863计划);教育部留学回国人员科研启动基金
摘    要:研究带中心刚体的Timoshenko梁的刚-柔耦合动力学问题。从力学的基本原理出发,基于Timoshenko梁假设,用虚功原理建立了带中心刚体的柔性梁的刚-柔耦合动力学方程。仿真计算结果表明,随着梁的惯量矩和横截面积比逐渐增大,剪切变形对梁的刚-柔耦合动力学性态产生了一定的影响。此外,本文还对不计剪切变形的Euler-Bernoulli梁假设的适用性进行了研究。

关 键 词:剪切变形  Timoshenko梁  刚-柔耦合动力学
文章编号:1007-4708(2006)04-0419-04
修稿时间:2004年7月7日

Coupling dynamics of Timoshenko beam with shear deformation
LI Bin,LIU Jin-yang,HONG Jia-zhen.Coupling dynamics of Timoshenko beam with shear deformation[J].Chinese Journal of Computational Mechanics,2006,23(4):419-422.
Authors:LI Bin  LIU Jin-yang  HONG Jia-zhen
Abstract:In this paper,the coupling dynamics of a Timoshenko beam attached to a central rigid body is investigated.Based on continuum medium mechanics and Timoshenko beam assumption,the coupling dynamic equations of flexible beam attached to a central rigid body are derived by using virtual work principle and nonlinear strain-displacement theory.Simulation results show that the shear effect is significant with the increase of the proportion of the inertia moment to the cross-section area and the increase of the rotation speed of the beam has no effect on the difference between the two models of the beam.Furthermore,the applicability of the Euler-Bernoulli assumption in which the shear effect is ignored is investigated.
Keywords:shear deformation  Timoshenko beam  coupling dynamics  
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