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A moment-equation-copula-closure method for nonlinear vibrational systems subjected to correlated noise

机译:受相关噪声影响的非线性振动系统的矩方程 - Copula - 闭方法

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摘要

We develop a moment-equation-copula-closure method for the inexpensive approximation of the steady state statistical structure of strongly nonlinear systems which are subjected to correlated excitations. Our approach relies on the derivation of moment equations that describe the dynamics governing the two-time statistics. These are combined with a non-Gaussian pdf representation for the joint response-excitation statistics, based on copula functions that has (i) single time statistical structure consistent with the analytical solutions of the Fokker–Planck equation, and (ii) two-time statistical structure with Gaussian characteristics. Through the adopted pdf representation, we derive a closure scheme which we formulate in terms of a consistency condition involving the second order statistics of the response, the closure constraint. A similar condition, the dynamics constraint, is also derived directly through the moment equations. These two constraints are formulated as a low-dimensional minimization problem with respect to the unknown parameters of the representation, the minimization of which imposes an interplay between the dynamics and the adopted closure. The new method allows for the semi-analytical representation of the two-time, non-Gaussian structure of the solution as well as the joint statistical structure of the response-excitation over different time instants. We demonstrate its effectiveness through the application on bistable nonlinear single-degree-of-freedom energy harvesters with mechanical and electromagnetic damping, and we show that the results compare favorably with direct Monte-Carlo simulations.
机译:我们开发了矩方程-copula-闭合方法,用于强非线性系统受到相关激励的稳态统计结构的廉价近似。我们的方法依赖于力矩方程的推导,该方程描述了控制两次统计的动力学。这些与基于联合函数的非高斯pdf表示相结合,基于copula函数,该函数具有(i)与Fokker-Planck方程的解析解一致的单次统计结构,以及(ii)两次具有高斯特征的统计结构。通过采用pdf表示形式,我们得出了一种闭合方案,该方案是根据涉及响应的二阶统计量,闭合约束的一致性条件制定的。也可以通过弯矩方程式直接得出类似的条件,即动力学约束。相对于表示的未知参数,将这两个约束条件表述为低维最小化问题,其最小化会在动力学和采用的闭包之间产生相互作用。该新方法允许对解决方案的两次非高斯结构进行半分析表示,以及在不同时刻进行响应激励的联合统计结构。通过在具有机械和电磁阻尼的双稳态非线性单自由度能量采集器上的应用,我们证明了其有效性,并且我们证明了该结果与直接蒙特卡洛模拟相比具有优势。

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