Experimental Modal Analysis; Damping estimation; Poly-Reference Least-Square Complex Frequency
Abstract :
[en] The Poly-Reference Least-Square Complex Frequency (p-LSCF) identification method is a well-established method currently available in commercial software. It is known to deliver clear stabilization diagrams in which spurious poles can hopefully be separated from physical ones. It is shown in the literature [1] that this property is achieved thanks to an appropriate choice of constraints for the least-square (LS) problem to be solved. It is also demonstrated that, in case of low signal to noise ratio, the extracted damping ratio value is usually underestimated, the discrepancy being worse in situations in which the damping level is high. Solutions have been proposed to improve the damping estimation such as the frequency-domain maximum likelihood estimation. However, this type of identification method is iterative and particularly time consuming and therefore not suitable in many industrial cases.
In this paper, a solution is proposed to tackle damping underestimation and to improve pole identification. The developed methodology solves two subsequent least-square problems: one for each of the two opposite choices of constraints. The stabilization diagram is then built according to the p-LSCF method, but the damping ratios are computed solving the second LS problem on the paired poles.
The first part of the paper describes the method and the implementation in an in-house modal analysis software.
In the second part, the methodology is applied to two meaningful test cases to assess the improvement achieved. First, a finite element model of a clamped beam is considered to explore the sensitivity of the proposed damping estimation with respect to the noise level. If the noise level becomes too high, the proposed method behaves similarly to the LSCE method but with a cleaned stabilization diagram which improves identification of the poles. The relative error on the damping ratio estimation remains low while it becomes significant if the p-LSCF method is used. The method is then applied to an industrial test case and the results are compared and discussed.
Disciplines :
Mechanical engineering
Author, co-author :
Hoffait, Sébastien; V2i Liège
Ligot, Jérôme; V2i Liège
Bertha, Mathieu; V2i Liège
Moschini S.
Simon, Daniel; V2i Liège
Golinval, Jean-Claude ; Université de Liège - ULiège > Département d'aérospatiale et mécanique > LTAS - Vibrations et identification des structures
Language :
English
Title :
Poly-Reference Least-Square Complex Frequency Identification Revised to Improve Damping Estimation
Publication date :
2019
Event name :
International Conference on Structural Engineering Dynamics (ICEDyn 2019)
Event organizer :
Instituto Superior Técnico, Department of Mechanical Engineering, Lisboa
Event place :
Viana do Castelo, Portugal
Event date :
June 24 -26, 2019
Audience :
International
Main work title :
Proceeding of ICEDyn 2019
Author, co-author :
Maia, Nuno; Instituto Superior Técnico, Av. Rovisco Pais 1049-001 Lisboa, Portugal > Department of Mechanical Engineering