弹性地基梁在温度场中受简谐激励的主共振响应
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
基于Hamilton原理,得到了弹性地基梁在温度场中受简谐激励作用的非线性强迫振动控制方程组.运用Kantorovich平均法将非线性偏微分方程转化为一组常微分方程,考虑不可移简支边界条件,采用打靶法得到了主共振的数值结果.详细观察了不同参数对主共振响应的影响.
Based on the Hamilton principal,the control equations of the nonlinear forced vibration of an elatic foundation beam subjected harmonic excitation in a temperature field are obtained.The nonlinear partial differential equations are converted into a set of ordinary ones by using Kantorovich averaging procedure.The numerical results of the primary resonance are obtained by employing the shooting method,considering immovable simply supported boundary conditions.The influence of different parameters on the primary resonance is examined in details.
引文
[1]LEE S Y,KOU Y H,LIN F Y.Stability of a Timo-shenko beam resting on a Winkler elastic foundation[J].Journal of Sound and Vibration,1992,153(2):193-202.
    [2]ROSA M A.Free vibrations of Timoshenko beam ontwo-parameter elastic foundation[J].Computers andStructures,1995,57(1):151-156.
    [3]李世荣,程昌钧.加热弹性杆的热过屈曲分析[J].应用数学和力学,2000,21(2):119-125.
    [4]LI S R.Nonlinear free vibration of thermally buckledbeam with both ends immovable and simply supported[J].Journal of Gansu University of Technology,2001(1):111-114.
    [5]LI S R.BATRA R C.Thermal buckling and bost-buckling of euler-bernoulli beams supported on nonlin-ear elastic foundations[J].AIAA Journal,2007,45(3):712-720.
    [6]彭震,杨志安.Winkler地基梁在温度场中受简谐激励的主共振分析[J].地震工程与工程振动,2006,26(3):91-93.
    [7]彭震,杨志安.Winkler地基梁在温度场中受简谐激励的3次超谐共振分析[J].地震工程与工程振动,2006,26(5):239-242.
    [8]彭震,杨志安.Winkler地基梁在温度场中受简谐激励的1/3次亚谐共振分析[J].地震工程与工程振动,2006,26(4):132-135.
    [9]赵伟东,杨亚平.弹性地基上简支梁在热载荷作用下的自由振动[J].青海大学学报,2008,26(4):14-18.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心