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NONLINEAR SYSTEM IDENTIFICATION OF A CANTILEVER BEAM WITH ATTACHED CUBIC NONLINEAR SPRING AT ITS FREE END

机译:自由端附接立方非线性弹簧的悬臂梁非线性系统识别

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This paper presents the identification of the local nonlinear effects on the essential dynamics of distributed parameter systems. The system considered is a simple cantilever beam with an attached cubic nonlinear spring at its tip. Nonlinear system identification (NSI) method applied in this work uses numerical simulation results and combines slow-fiow dynamic analysis and empirical mode decomposition (EMD) to reconstruct the dynamics in modal coordinates as reduced-order models. The reduced-order models are single-degree-of-freedom linear oscillators, which are termed intrinsic modal oscillators (IMOs), with a forcing computed through slow-flow analysis. These forced oscillators are capable of reproducing the modal dynamics, and their forcing amplitudes provide essential information about modal interactions and energy transfer. The proposed NSI method was applied to 3 main cases, corresponding to weakly nonlinear, strongly nonlinear and linear dynamics, respectively. A discrete model of the original system is used to investigate the internal resonances and nonlinearity effects in the original system, by making use of Frequency-Energy plots (FEPs).
机译:本文介绍了对分布式参数系统基本动态的局部非线性效应的识别。所考虑的系统是一种简单的悬臂梁,其尖端具有连接的立方非线性弹簧。在本工作中应用的非线性系统识别(NSI)方法使用数值模拟结果,并结合缓慢的动态分析和经验模式分解(EMD)以将模态坐标中的动态重建为阶数模型。减小阶模型是自由度的线性振荡器,其被称为内在模态振荡器(IMOS),通过慢速分析计算强制性。这些强制振荡器能够再现模态动力学,它们的强制幅度提供有关模态相互作用和能量转移的基本信息。将所提出的NSI方法应用于3个主要病例,分别对应于弱非线性,强烈的非线性和线性动力学。原始系统的离散模型用于通过利用频率 - 能量图(FEPS)来研究原始系统中的内部共振和非线性效果。

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