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Nonlinear system identification of frictional effects in a beam with a bolted joint connection

机译:带螺栓连接的梁非线性摩擦系统识别

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We perform nonlinear system identification (NSI) of the effects of frictional connections in the dynamics of a bolted beam assembly. The methodology utilized in this work combines experimental measurements with slow-flow dynamic analysis and empirical mode decomposition, and reconstructs the dynamics through reduced-order models. These are in the form of single-degree-of-freedom linear oscillators (termed intrinsic modal oscillators-IMOs) with forcing terms derived directly from the experimental measurements through slow-flow analysis. The derived reduced order models are capable of reproducing the measured dynamics, whereas the forcing terms provide important information about nonlinear damping effects. The NSI methodology is applied to model nonlinear friction effects in a bolted beam assembly. A 'monolithic' beam with identical geometric and material properties is also tested for comparison. Three different forcing (energy) levels were considered in the tests in order to study the energy-dependencies of the damping nonlinearities induced in the beam from the bolted joint. In all cases, the NSI methodology employed was successful in identifying the damping nonlinearities, their spatial distributions and their effects of the vibration modes of the structural component.
机译:我们对螺栓连接梁组件动力学中的摩擦连接影响进行非线性系统识别(NSI)。这项工作中使用的方法将实验测量与慢流动力学分析和经验模态分解相结合,并通过降阶模型重建动力学。这些形式为单自由度线性振荡器(称为本征模态振荡器-IMO),其强迫项直接通过慢流量分析从实验测量中得出。导出的降阶模型能够重现所测得的动力学,而强迫项则提供了有关非线性阻尼效应的重要信息。 NSI方法学用于模拟螺栓梁组件中的非线性摩擦效应。还测试了具有相同几何和材料特性的“整体式”梁,以进行比较。在测试中考虑了三种不同的强迫(能量)水平,以便研究螺栓连接梁中引起的阻尼非线性的能量依赖性。在所有情况下,所采用的NSI方法均成功地确定了阻尼非线性,其空间分布及其对结构部件振动模式的影响。

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