TY - JOUR
T1 - Nonlinear system identification of frictional effects in a beam with a bolted joint connection
AU - Eriten, Melih
AU - Kurt, Mehmet
AU - Luo, Guanyang
AU - Michael McFarland, D.
AU - Bergman, Lawrence A.
AU - Vakakis, Alexander F.
N1 - Funding Information:
This work is supported in part by Sandia National Laboratory Grant SNL/1138652 and by NSF EPSCoR Grant CMMI 09–27995 ARRA . This support is greatly appreciated by the authors.
PY - 2013/8
Y1 - 2013/8
N2 - 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.
AB - 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.
KW - Bolted joint
KW - Empirical mode decomposition
KW - Nonlinear system identification
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U2 - 10.1016/j.ymssp.2013.03.003
DO - 10.1016/j.ymssp.2013.03.003
M3 - Article
AN - SCOPUS:84879687444
SN - 0888-3270
VL - 39
SP - 245
EP - 264
JO - Mechanical Systems and Signal Processing
JF - Mechanical Systems and Signal Processing
IS - 1-2
ER -