Nonlinear modal testing of damped structures: Velocity feedback vs. phase resonance
Maren Scheel

TL;DR
This paper compares velocity feedback and phase resonance methods for nonlinear modal testing of damped structures, demonstrating that velocity feedback can be robust but sensitive to excitation imperfections, with experimental validation on a cantilevered beam.
Contribution
It introduces and analyzes an alternative velocity feedback approach for isolating nonlinear modes, comparing its accuracy and implementation to phase resonance in experimental settings.
Findings
Velocity feedback requires multiple response signals for robustness.
Velocity feedback does not need a controller, simplifying implementation.
Accuracy of velocity feedback can be affected by excitation imperfections.
Abstract
In recent years, a new method for experimental nonlinear modal analysis has been developed, which is based on the extended periodic motion concept. The method is well suited to experimentally obtain amplitude-dependent modal properties (modal frequency, damping ratio and deflection shape) for strongly nonlinear systems. To isolate a nonlinear mode, the negative viscous damping term of the extended periodic motion concept is approximated by ensuring phase resonance between excitation and response. In this work, an alternative approach to isolate a nonlinear mode is developed and analyzed: velocity feedback. The accuracy of the extracted modal properties and robustness of velocity feedback is first assessed by means of simulated experiments. The two approaches phase resonance and velocity feedback are then compared in terms of accuracy and experimental implementation effort. To this end,…
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