Abstract
A procedure for the nonlinear modal analysis of a resistor is presented in this paper. The identification process aims at assessing the viscous damping factor of the structure including the nonlinear terms in the frequency response function with the harmonic balance method. For this purpose a simplified single DOF system has been adopted to describe the nonlinear behavior. A good agreement between numerical and experimental results has been achieved.
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Abbreviations
- Ω:
-
Excitation frequency
- ξ:
-
Viscous damping factor
- ω:
-
Natural frequency of the system
- A:
-
Modal constant
- H:
-
Frequency response function
- S:
-
Spectrum
- k1 :
-
Mass-normalized linear stiffness
- k3 :
-
Mass-normalized cubic stiffness
- r1 :
-
Mass-normalized linear viscous damping
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© 2014 The Society for Experimental Mechanics
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Galli, G., Braghin, F., Sabbioni, E. (2014). Nonlinear Identification of the Viscous Damping of the Resistor for Nuclear Plants. In: Allemang, R., De Clerck, J., Niezrecki, C., Wicks, A. (eds) Topics in Modal Analysis, Volume 7. Conference Proceedings of the Society for Experimental Mechanics Series. Springer, New York, NY. https://doi.org/10.1007/978-1-4614-6585-0_37
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DOI: https://doi.org/10.1007/978-1-4614-6585-0_37
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