NONLINEAR SYSTEM IDENTIFICATION OF FRICTIONAL CONNECTIONS IN A BOLTED BEAM ASSEMBLY

被引:0
|
作者
Eriten, Melih [1 ]
Kurt, Mehmet [1 ]
Luo, Guanyang [1 ]
McFarland, Donald M. [2 ]
Bergman, Lawrence A. [2 ]
Vakakis, Alexander F. [1 ]
机构
[1] Univ Illinois, Dept Mech Sci & Engn, Urbana, IL 61801 USA
[2] Univ Illinois, Dept Aerosp Engn, Urbana, IL 61801 USA
关键词
EMPIRICAL MODE DECOMPOSITION; ORTHOGONAL DECOMPOSITION; JOINTS;
D O I
暂无
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
In modern structures, mechanical joints are ubiquitous, significantly influencing a structure's dynamics. Frictional connections contained in a joint provide coupling of forces and moments between assembled components as well as localized nonlinear energy dissipation. Certain aspects of the mechanics of these friction Connections are yet to be fully understood and characterized in a dynamical systems framework. This work applies a nonlinear system identification (NSI) technique to characterize the influence of frictional connections on 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 are 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 technique employed is successful in identifying the damping nonlinearities, their spatial distributions and their effects on the vibration modes of the structural component.
引用
收藏
页码:381 / +
页数:2
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