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Feedforward control of bending waves in frequency domain at structural junctions using an impedance formulation

Jonas Svensson (Institutionen för bygg- och miljöteknik, Teknisk akustik, Vibroakustik) ; Patrik Andersson (Institutionen för bygg- och miljöteknik, Teknisk akustik, Vibroakustik) ; Joachim Scheuren (Institutionen för bygg- och miljöteknik, Teknisk akustik, Vibroakustik) ; Wolfgang Kropp (Institutionen för bygg- och miljöteknik, Teknisk akustik, Vibroakustik)
Journal of Sound and Vibration (0022-460X). Vol. 323 (2009), 3-5, p. 555-573.
[Artikel, refereegranskad vetenskaplig]

This paper presents an active impedance-matching technique for vibrating structures described by Euler–Bernoulli theory. Full 2×2 impedance matrices are included in the derivation of the reflection matrix of an arbitrary structural junction. This implies that the effects of both bending waves and bending near-fields are included. An active impedance load is introduced in order to match a discontinuity at the junction, i.e. to force the reflection matrix to zero. The impedance-matching technique is applied to two theoretical examples. First, maximum power transfer at a free end is investigated under the condition of incident bending wave and bending near-field; second, the approach is used to match the junction between an Euler–Bernoulli beam and a sandwich composite for an incident bending wave. The latter example proposes an active–passive damping configuration which employs active control to enclose all incident wave power in a dissipative sandwich-type structure. Results show that for this configuration, the active impedance load is responsible for the main part of the power absorption over a broad frequency range.

Denna post skapades 2009-04-27. Senast ändrad 2015-05-08.
CPL Pubid: 93054


Institutioner (Chalmers)

Institutionen för bygg- och miljöteknik, Teknisk akustik, Vibroakustik (2005-2017)


Övrig teknisk mekanik

Chalmers infrastruktur

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