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Stochastic vibration response of a sandwich beam with nonlinear adjustable visco-elastomer core and supported mass

机译:具有非线性可调粘弹性体芯和支撑质量的夹层梁的随机振动响应

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摘要

The stochastic vibration response of the sandwich beam with the nonlinear adjustable visco-elastomer core and supported mass under stochastic support motion excitations is studied. The nonlinear dynamic properties of the visco-elastomer core are considered. The nonlinear partial differential equations for the horizontal and vertical coupling motions of the sandwich beam are derived. An analytical solution method for the stochastic vibration response of the nonlinear sandwich beam is developed. The nonlinear partial differential equations are converted into the nonlinear ordinary differential equations representing the nonlinear stochastic multi-degree-of-freedom system by using the Galerkin method. The nonlinear stochastic system is converted further into the equivalent quasi-linear system by using the statistic linearization method. The frequency-response function, response spectral density and mean square response expressions of the nonlinear sandwich beam are obtained. Numerical results are given to illustrate new stochastic vibration response characteristics and response reduction capability of the sandwich beam with the nonlinear visco-elastomer core and supported mass under stochastic support motion excitations. The influences of geometric and physical parameters on the stochastic response of the nonlinear sandwich beam are discussed, and the numerical results of the nonlinear sandwich beam are compared with those of the sandwich beam with linear visco-elastomer core.
机译:研究了带有随机可调激励激励的非线性可调粘弹性体和支承质量的夹层梁的随机振动响应。考虑了粘弹性体核心的非线性动力学特性。推导了夹层梁水平和垂直耦合运动的非线性偏微分方程。提出了非线性夹层梁随机振动响应的解析解方法。使用Galerkin方法将非线性偏微分方程转换为代表非线性随机多自由度系统的非线性常微分方程。利用统计线性化方法将非线性随机系统进一步转换为等效准线性系统。得到了非线性夹层梁的频率响应函数,响应谱密度和均方响应表达式。数值结果表明了在随机支撑运动激励下具有非线性粘弹性体芯和支撑质量的夹层梁的新型随机振动响应特性和响应减小能力。讨论了几何和物理参数对非线性夹层梁随机响应的影响,并将非线性夹层梁的数值结果与线性粘弹性体夹心梁的数值结果进行了比较。

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