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Nonlinear Identification of the Viscous Damping of the Resistor for Nuclear Plants

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Topics in Modal Analysis, Volume 7

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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Correspondence to Francesco Braghin .

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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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  • Publisher Name: Springer, New York, NY

  • Print ISBN: 978-1-4614-6584-3

  • Online ISBN: 978-1-4614-6585-0

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