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A comparison between the dynamic stability of three types of nonlinear orthotropic functionally graded plates under random lateral loads

机译:在随机横向载荷下三种非线性正性正性梯度板的动态稳定性的比较

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摘要

In this manuscript, the dynamic stability and bifurcation occurrence for three famous types of plates including orthotropic sigmoid, power-law and exponential functionally graded plates under lateral stochastic loads are studied. Due to randomness, the behavior and analysis are not conventional deterministic investigation. So, the dynamic stability zone and border curves of bifurcation are evaluated using probability density function of the response. The latter is computed from a completely exact solution of the Fokker Planck Kolmogorov equation. The three dimensional dynamic stable zone and the border surfaces of bifurcation are obtained as a function of material parameter, in-plane forces and the mean value of lateral load. To generalize the results, all the parameters are transformed to some proper non-dimensional variables and then the effects of all prescribed parameters on the dynamic stability are completely discussed and compared. The comparison is done between the plates with themselves and also the corresponding homogenous plate. Finally the results are validated by the bifurcation diagrams of non dimensional deflection of plates that are obtained directly and numerically from the governing equations of plates.
机译:本文研究了正交各向异性sigmoid板、幂律板和指数功能梯度板在横向随机载荷作用下的动力稳定性和分岔现象。由于随机性,行为和分析不是常规的确定性研究。因此,使用响应的概率密度函数来评估动态稳定区和分岔边界曲线。后者由福克-普朗克-科尔莫戈罗夫方程的完全精确解计算得出。得到了三维动力稳定区和分叉边界面与材料参数、面内力和横向载荷平均值的函数关系。为了推广这些结果,将所有参数转化为适当的无量纲变量,然后全面讨论和比较了所有指定参数对动力稳定性的影响。将其与相应的均质板进行比较。最后,通过直接从板的控制方程和数值计算得到的板的无量纲挠度分岔图,验证了上述结果。

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