Details
| Originalsprache | Englisch |
|---|---|
| Titel des Sammelwerks | Proceedings of ISMA 2022 - International Conference on Noise and Vibration Engineering and USD 2022 - International Conference on Uncertainty in Structural Dynamics |
| Herausgeber/-innen | W. Desmet, B. Pluymers, D. Moens, S. Neeckx |
| Seiten | 2387-2399 |
| Seitenumfang | 13 |
| ISBN (elektronisch) | 9789082893151 |
| Publikationsstatus | Veröffentlicht - 12 Sept. 2022 |
| Veranstaltung | ISMA2022 - International Conference on Noise and Vibration Engineering; USD2022 - International Conference on Uncertainty in Structural Dynamics - Leuven, Belgien Dauer: 12 Sept. 2022 → 14 Sept. 2022 |
Abstract
Thin structures like shells, plates and slender beams are known to behave geometrically nonlinear, when excited to large enough oscillation amplitudes. Therefore, their experimental characterization is challenging. Typical nonlinear phenomena, such as fold bifurcations, may occur that are not covered by established identification methods. Experimental continuation is a method that, in recent studies, has been proven to be very successful for nonparametric identification of vibrating structures with local nonlinearities. In the present paper, this method is applied to a structure with distributed nonlinearity, which is a slender clamped-clamped beam. Unstable oscillation regimes, that exist between the bifurcation points are stabilized by a velocity feedback. Frequency response and backbone curves are then traced by a pseudo-arclength continuation algorithm, while the excitation force is kept harmonic by deliberate manipulation of the harmonic components.
ASJC Scopus Sachgebiete
- Ingenieurwesen (insg.)
- Maschinenbau
- Ingenieurwesen (insg.)
- Werkstoffmechanik
- Physik und Astronomie (insg.)
- Akustik und Ultraschall
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Proceedings of ISMA 2022 - International Conference on Noise and Vibration Engineering and USD 2022 - International Conference on Uncertainty in Structural Dynamics. Hrsg. / W. Desmet; B. Pluymers; D. Moens; S. Neeckx. 2022. S. 2387-2399.
Publikation: Beitrag in Buch/Bericht/Sammelwerk/Konferenzband › Aufsatz in Konferenzband › Forschung › Peer-Review
}
TY - GEN
T1 - Application of experimental continuation to a geometrically nonlinear beam
AU - Kleyman, G.
AU - Tatzko, S.
AU - Wallaschek, J.
N1 - Publisher Copyright: © 2022 Proceedings of ISMA 2022 - International Conference on Noise and Vibration Engineering and USD 2022 - International Conference on Uncertainty in Structural Dynamics. All rights reserved.
PY - 2022/9/12
Y1 - 2022/9/12
N2 - Thin structures like shells, plates and slender beams are known to behave geometrically nonlinear, when excited to large enough oscillation amplitudes. Therefore, their experimental characterization is challenging. Typical nonlinear phenomena, such as fold bifurcations, may occur that are not covered by established identification methods. Experimental continuation is a method that, in recent studies, has been proven to be very successful for nonparametric identification of vibrating structures with local nonlinearities. In the present paper, this method is applied to a structure with distributed nonlinearity, which is a slender clamped-clamped beam. Unstable oscillation regimes, that exist between the bifurcation points are stabilized by a velocity feedback. Frequency response and backbone curves are then traced by a pseudo-arclength continuation algorithm, while the excitation force is kept harmonic by deliberate manipulation of the harmonic components.
AB - Thin structures like shells, plates and slender beams are known to behave geometrically nonlinear, when excited to large enough oscillation amplitudes. Therefore, their experimental characterization is challenging. Typical nonlinear phenomena, such as fold bifurcations, may occur that are not covered by established identification methods. Experimental continuation is a method that, in recent studies, has been proven to be very successful for nonparametric identification of vibrating structures with local nonlinearities. In the present paper, this method is applied to a structure with distributed nonlinearity, which is a slender clamped-clamped beam. Unstable oscillation regimes, that exist between the bifurcation points are stabilized by a velocity feedback. Frequency response and backbone curves are then traced by a pseudo-arclength continuation algorithm, while the excitation force is kept harmonic by deliberate manipulation of the harmonic components.
UR - http://www.scopus.com/inward/record.url?scp=85175983762&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:85175983762
SP - 2387
EP - 2399
BT - Proceedings of ISMA 2022 - International Conference on Noise and Vibration Engineering and USD 2022 - International Conference on Uncertainty in Structural Dynamics
A2 - Desmet, W.
A2 - Pluymers, B.
A2 - Moens, D.
A2 - Neeckx, S.
T2 - ISMA2022 - International Conference on Noise and Vibration Engineering; USD2022 - International Conference on Uncertainty in Structural Dynamics
Y2 - 12 September 2022 through 14 September 2022
ER -