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Nonlinear vibration analysis of a beam subjected to a random axial force

机译:随机轴向力作用下的梁的非线性振动分析

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In this paper, nonlinear vibration of an Euler-Bernoulli beam excited by a harmonic random axial force is studied. The equation of motion contains a term with time-varying coefficient which is solved by modified Lindstedt-Poincare method. Then the effect of the random axial force on the response is investigated using the obtained approximate solution. Two cases are considered in random analysis, namely random amplitude and random phase of the axial force. For both cases, the ensemble average, mean square value and the autocorrelation function are obtained. The results have indicated that for each case the mean and the mean square value are a function of time which means that the lateral displacement of the beam is a nonstationary process. A numerical study is also conducted based on the iteration of numerical solution in order to verify the derived analytical formulae. It is shown that a good agreement is seen between the analytical and numerical solution statistical properties.
机译:本文研究了谐波随机轴向力激发的Euler-Bernoulli梁的非线性振动。运动方程包含一个随时间变化的系数项,可通过改进的Lindstedt-Poincare方法求解。然后,使用获得的近似解研究随机轴向力对响应的影响。在随机分析中考虑了两种情况,即轴向力的随机幅度和随机相位。对于这两种情况,均获得了集合平均,均方值和自相关函数。结果表明,在每种情况下,均值和均方值都是时间的函数,这意味着光束的横向位移是非平稳过程。为了验证导出的解析公式,还基于数值解的迭代进行了数值研究。结果表明,在解析和数值解统计特性之间可以看到很好的一致性。

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