Damping of Torsional Beam Vibrations by Control of Warping Displacement

Author:

Høgsberg Jan1,Hoffmeyer David2,Ejlersen Christian2

Affiliation:

1. Department of Mechanical Engineering, Technical University of Denmark, Kongens Lyngby DK-2800, Denmark e-mail:

2. Rambøll, Hannemanns Alle 53, Copenhagen DK-2300, Denmark

Abstract

Supplemental damping of torsional beam vibrations is considered by viscous bimoments acting on the axial warping displacement at the beam supports. The concept is illustrated by solving the governing eigenvalue problem for various support configurations with the applied bimoments represented as viscous boundary conditions. It is demonstrated that properly calibrated viscous bimoments introduce a significant level of supplemental damping to the targeted vibration mode and that the attainable damping can be accurately estimated from the two undamped problems associated with vanishing and infinite viscous parameters, respectively.

Publisher

ASME International

Subject

General Engineering

Reference12 articles.

1. Torsional Vibrations of Beams of Thin-Walled Open Section;ASME J. Appl. Mech.,1954

2. Coupled Vibrations of Thin-Walled Beams of Open Cross Section;ASME J. Appl. Mech.,1958

3. Coupled Bending and Torsional Vibrations of Restrained Thin-Walled Beams;ASME J. Appl. Mech.,1960

4. A New Method for the Vibration of Thin-Walled Beams;Comput. Struct.,1991

5. Nonuniform Torsional Analysis of Variable and Open Cross-Section Bars;Thin-Walled Struct.,1995

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