This paper discusses a case of destabilizing contribution of damping, observed for a flat-plate model vibrating in the cross-flow direction (heaving) and in the rotational degree of freedom (pitching) due to the flow-induced classical-flutter instability. This aeroelastic system can be employed in energy-harvesting applications, where the power extraction corresponds to an equivalent mechanical damping in the heaving motion component. The damping influence was investigated through parametric linear analyses and wind-tunnel tests, discussing the features of both the instability threshold and the system response in the post-critical regime of oscillation. For specific sets of the governing parameters, high-damped configurations get unstable earlier compared to the low-damped case, and show a post-critical motion characterised by a larger pitching amplitude and a pitching-to-heaving phase close to the quadrature.

Destabilizing damping effect on flat-plate vibrations due to flow-induced flutter / Pigolotti, Luca; Mannini, Claudio; Bartoli, Gianni. - In: PROCEDIA ENGINEERING. - ISSN 1877-7058. - ELETTRONICO. - 199:(2017), pp. 790-795. (Intervento presentato al convegno 10th European Conference on Structural Dynamics EURODYN 2017 tenutosi a Roma nel 10-13 September 2017) [10.1016/j.proeng.2017.09.076].

Destabilizing damping effect on flat-plate vibrations due to flow-induced flutter

PIGOLOTTI, LUCA
;
MANNINI, CLAUDIO;BARTOLI, GIANNI
2017

Abstract

This paper discusses a case of destabilizing contribution of damping, observed for a flat-plate model vibrating in the cross-flow direction (heaving) and in the rotational degree of freedom (pitching) due to the flow-induced classical-flutter instability. This aeroelastic system can be employed in energy-harvesting applications, where the power extraction corresponds to an equivalent mechanical damping in the heaving motion component. The damping influence was investigated through parametric linear analyses and wind-tunnel tests, discussing the features of both the instability threshold and the system response in the post-critical regime of oscillation. For specific sets of the governing parameters, high-damped configurations get unstable earlier compared to the low-damped case, and show a post-critical motion characterised by a larger pitching amplitude and a pitching-to-heaving phase close to the quadrature.
2017
Proceedings of 10th European Conference on Structural Dynamics
10th European Conference on Structural Dynamics EURODYN 2017
Roma
10-13 September 2017
Pigolotti, Luca; Mannini, Claudio; Bartoli, Gianni
File in questo prodotto:
File Dimensione Formato  
Pigolotti_mannini_Bartoli_Procedia Engineering 199 (2017) 790–795.pdf

accesso aperto

Tipologia: Pdf editoriale (Version of record)
Licenza: Open Access
Dimensione 732.73 kB
Formato Adobe PDF
732.73 kB Adobe PDF

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

Utilizza questo identificatore per citare o creare un link a questa risorsa: https://hdl.handle.net/2158/1093426
Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus 2
  • ???jsp.display-item.citation.isi??? 1
social impact