Investigation of the Nonlinear Dynamics of a Particle-Damped Slender Beam by Experimental Continuation

Publikation: Beitrag in Buch/Bericht/Sammelwerk/KonferenzbandAufsatz in KonferenzbandForschungPeer-Review

Autoren

  • Gleb Kleyman
  • Sebastian Tatzko

Organisationseinheiten

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Details

OriginalspracheEnglisch
Titel des SammelwerksNonlinear Structures & Systems, Volume 1
UntertitelProceedings of the 41st IMAC, A Conference and Exposition on Structural Dynamics 2023
Herausgeber/-innenMatthew R.W. Brake, Ludovic Renson, Robert J. Kuether, Paolo Tiso
Seiten225-227
Seitenumfang3
PublikationsstatusVeröffentlicht - 19 Juni 2023
Veranstaltung41st IMAC, A Conference and Exposition on Structural Dynamics, 2023 - Austin, USA / Vereinigte Staaten
Dauer: 13 Feb. 202316 Feb. 2023

Publikationsreihe

NameConference Proceedings of the Society for Experimental Mechanics Series
ISSN (Print)2191-5644
ISSN (elektronisch)2191-5652

Abstract

In the present study, experimental continuation is applied to investigate the dynamic behavior of a slender steel beam with an attached particle damper. The slender beam is excited to vibration amplitudes at which it behaves geometrically nonlinear by which multiple coexisting vibration states are possible. The forced response curves are measured while the excitation force is held harmonic. To this end, the higher harmonic components of the excitation voltage are controlled using a Newton algorithm. In addition the backbone curve is measured and a nonlinear modal damping is identified.

ASJC Scopus Sachgebiete

Zitieren

Investigation of the Nonlinear Dynamics of a Particle-Damped Slender Beam by Experimental Continuation. / Kleyman, Gleb; Tatzko, Sebastian.
Nonlinear Structures & Systems, Volume 1: Proceedings of the 41st IMAC, A Conference and Exposition on Structural Dynamics 2023. Hrsg. / Matthew R.W. Brake; Ludovic Renson; Robert J. Kuether; Paolo Tiso. 2023. S. 225-227 (Conference Proceedings of the Society for Experimental Mechanics Series).

Publikation: Beitrag in Buch/Bericht/Sammelwerk/KonferenzbandAufsatz in KonferenzbandForschungPeer-Review

Kleyman, G & Tatzko, S 2023, Investigation of the Nonlinear Dynamics of a Particle-Damped Slender Beam by Experimental Continuation. in MRW Brake, L Renson, RJ Kuether & P Tiso (Hrsg.), Nonlinear Structures & Systems, Volume 1: Proceedings of the 41st IMAC, A Conference and Exposition on Structural Dynamics 2023. Conference Proceedings of the Society for Experimental Mechanics Series, S. 225-227, 41st IMAC, A Conference and Exposition on Structural Dynamics, 2023, Austin, USA / Vereinigte Staaten, 13 Feb. 2023. https://doi.org/10.1007/978-3-031-36999-5_29
Kleyman, G., & Tatzko, S. (2023). Investigation of the Nonlinear Dynamics of a Particle-Damped Slender Beam by Experimental Continuation. In M. R. W. Brake, L. Renson, R. J. Kuether, & P. Tiso (Hrsg.), Nonlinear Structures & Systems, Volume 1: Proceedings of the 41st IMAC, A Conference and Exposition on Structural Dynamics 2023 (S. 225-227). (Conference Proceedings of the Society for Experimental Mechanics Series). https://doi.org/10.1007/978-3-031-36999-5_29
Kleyman G, Tatzko S. Investigation of the Nonlinear Dynamics of a Particle-Damped Slender Beam by Experimental Continuation. in Brake MRW, Renson L, Kuether RJ, Tiso P, Hrsg., Nonlinear Structures & Systems, Volume 1: Proceedings of the 41st IMAC, A Conference and Exposition on Structural Dynamics 2023. 2023. S. 225-227. (Conference Proceedings of the Society for Experimental Mechanics Series). doi: 10.1007/978-3-031-36999-5_29
Kleyman, Gleb ; Tatzko, Sebastian. / Investigation of the Nonlinear Dynamics of a Particle-Damped Slender Beam by Experimental Continuation. Nonlinear Structures & Systems, Volume 1: Proceedings of the 41st IMAC, A Conference and Exposition on Structural Dynamics 2023. Hrsg. / Matthew R.W. Brake ; Ludovic Renson ; Robert J. Kuether ; Paolo Tiso. 2023. S. 225-227 (Conference Proceedings of the Society for Experimental Mechanics Series).
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abstract = "In the present study, experimental continuation is applied to investigate the dynamic behavior of a slender steel beam with an attached particle damper. The slender beam is excited to vibration amplitudes at which it behaves geometrically nonlinear by which multiple coexisting vibration states are possible. The forced response curves are measured while the excitation force is held harmonic. To this end, the higher harmonic components of the excitation voltage are controlled using a Newton algorithm. In addition the backbone curve is measured and a nonlinear modal damping is identified.",
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