The poly-reference Least Squares Complex Frequency-domain (pLSCF) estimator -commercially known as the LMS PolyMAX method- has introduced an improvement in the field of modal analysis. The main advantages are its computational speed and the very clear stabilization diagrams it yields even in the case of highly damped systems and noisy FRF measurements. Moreover, the numerical stability of the algorithm allows for a large-bandwidth and high-model order analysis and makes it suitable both for lowly- and highly-damped structures. Regardless of the very clear stabilization diagrams, it has been observed that the damping estimates are not always reliable for highly damped modes when the FRFs are very noisy. In this paper, a two-step procedure is introduced to improve the damping estimates while maintaining the very clear stabilization diagrams. In the first step, a kind of smoothing is used to remove the noise from the data and in the second step; the pLSCF estimator is applied to the smoothed data resulting in improved (damping) estimates. In addition, the proposed procedure properly deals with uncertainty: the data variance due to measurement noise is taken into account to compute confidence bounds on the modal parameter estimates. The procedure is validated by means of simulated as well as experimental data. The presented procedure to process highly damped noisy vibration data leads to very accurate estimates in comparison to the traditional pLSCF approach. © The Society for Experimental Mechanics, Inc. 2012.

Advanced frequency-domain modal analysis for dealing with measurement noise and parameter uncertainty / Mahmoud El, Kafafy; P., Guillaume; B., Peeters; F., Marra; Coppotelli, Giuliano. - STAMPA. - 5:(2012), pp. 179-199. (Intervento presentato al convegno 30th IMAC, A Conference on Structural Dynamics, 2012 tenutosi a Jacksonville, FL nel 30 January 2012 through 2 February 2012) [10.1007/978-1-4614-2425-3_17].

Advanced frequency-domain modal analysis for dealing with measurement noise and parameter uncertainty

COPPOTELLI, Giuliano
2012

Abstract

The poly-reference Least Squares Complex Frequency-domain (pLSCF) estimator -commercially known as the LMS PolyMAX method- has introduced an improvement in the field of modal analysis. The main advantages are its computational speed and the very clear stabilization diagrams it yields even in the case of highly damped systems and noisy FRF measurements. Moreover, the numerical stability of the algorithm allows for a large-bandwidth and high-model order analysis and makes it suitable both for lowly- and highly-damped structures. Regardless of the very clear stabilization diagrams, it has been observed that the damping estimates are not always reliable for highly damped modes when the FRFs are very noisy. In this paper, a two-step procedure is introduced to improve the damping estimates while maintaining the very clear stabilization diagrams. In the first step, a kind of smoothing is used to remove the noise from the data and in the second step; the pLSCF estimator is applied to the smoothed data resulting in improved (damping) estimates. In addition, the proposed procedure properly deals with uncertainty: the data variance due to measurement noise is taken into account to compute confidence bounds on the modal parameter estimates. The procedure is validated by means of simulated as well as experimental data. The presented procedure to process highly damped noisy vibration data leads to very accurate estimates in comparison to the traditional pLSCF approach. © The Society for Experimental Mechanics, Inc. 2012.
2012
30th IMAC, A Conference on Structural Dynamics, 2012
experimental modal analysis; frequency domain; maximum likelihood; maximum likelihood method; modal analysis; modal parameter; modal parameter estimates; plscf
04 Pubblicazione in atti di convegno::04b Atto di convegno in volume
Advanced frequency-domain modal analysis for dealing with measurement noise and parameter uncertainty / Mahmoud El, Kafafy; P., Guillaume; B., Peeters; F., Marra; Coppotelli, Giuliano. - STAMPA. - 5:(2012), pp. 179-199. (Intervento presentato al convegno 30th IMAC, A Conference on Structural Dynamics, 2012 tenutosi a Jacksonville, FL nel 30 January 2012 through 2 February 2012) [10.1007/978-1-4614-2425-3_17].
File allegati a questo prodotto
Non ci sono file associati a questo prodotto.

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11573/501159
 Attenzione

Attenzione! I dati visualizzati non sono stati sottoposti a validazione da parte dell'ateneo

Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 10
  • ???jsp.display-item.citation.isi??? ND
social impact