Timoshenko模型轴向运动梁的横向振动特性分析  

DYNAMICS OF TRANSVERSE VIBRATIONS OF AXIALLY MOVING BEAM FOR TIMOSHENKO MODEL

作　　者：杨晓东[1] 唐有绮[1] 

机构地区：[1]沈阳航空工业学院工程力学系,沈阳110136

出　　处：《机械强度》2008年第6期903-906,共4页Journal of Mechanical Strength

基　　金：国家自然科学基金资助项目(10702045)~~

摘　　要：通过对梁微单元体的受力分析,导出Timoshenko模型的轴向运动梁横向振动的运动方程,并利用复模态分析方法及半解析半数值方法,研究两端铰支条件下轴向运动梁横向振动的振动模态及固有频率。文中还讨论运动梁前两阶固有频率随轴向运动速度变化的情况。最后利用数值算例对Timoshenko梁、Euler梁、Rayleigh梁及剪切梁的固有频率进行比较,分析转动惯量及剪切变形的影响。The governing equation of the axially moving beam for the Timoshenko model is derived by using the Newton＇ s second law. The complex mode method is applied to the governing partial differential equation and the resulting ordinary differential equation is studied by the semianalytical approach. The transverse vibration modes and their natural frequencies are investigated for the beam on simple supports. The contributions of some parameters, such as axially moving speed, the moment of inertia, and the shear deformation, are discussed respectively, as other parameters are fixed. Some numerical examples are presented to show the comparison of natural frequencies for four beam models, namely, Timoshenko model, Euler model, Rayleigh model and shear model.

关 键 词：轴向运动梁 固有频率 Timoshenko梁模型 

分 类 号：O325[理学—一般力学与力学基础] TH113.1[理学—力学]