TECHNICAL PAPERS
Feb 1, 1992

Vibration Control of Beams by Beam‐Type Dynamic Vibration Absorbers

Publication: Journal of Engineering Mechanics
Volume 118, Issue 2

Abstract

Dynamic vibration absorbers with one degree of freedom are generally applied to the passive control of beam vibration. These absorbers are useful to control a single mode of vibration under harmonic excitation. In this paper, a beam‐type dynamic vibration absorber is presented and is composed of a beam (dynamic absorbing beam) under the same boundary conditions as the main beam and uniformly distributed, connecting spring and damper between the main beam and absorbing beam. Equations of motion of the system in modal coordinates of the main beam become equal to those of the two‐degrees‐of‐freedom system with two masses and three springs. Formulas for optimum design of the beam‐type dynamic vibration absorber are proposed by using the optimum design method of a dynamic absorber in two degrees of freedom, obtained by Den Hartog's method. Numerical calculations indicated the response of the main beam without damping is reduced with the exception of the response of the second mode, and the one with damping is remarkably reduced.

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References

1.
Den Hartog, J. P. (1956). Mechanical vibrations. 4th Ed., McGraw‐Hill, New York, N.Y.
2.
Douglas, B. E., and Yang, J. C. S. (1978). “Transverse compressional damping in the vibratory response of elastic‐viscoelastic‐elastic beams.” AIAA J., 16(9), 925–930.
3.
Mead, D. J., and Markus, S. (1969). “The forced vibration of a three‐layer, damped sandwich beam with arbitrary boundary conditions.” J. Sound and Vibration, 10(2), 163–175.
4.
Sylwan, O. (1987). “Shear and compressional damping effects of constrained layered beams.” J. Sound and Vibration, 118(1), 35–45.
5.
Yan, M. J., and Dowell, E. H. (1972). “Governing equations for vibrating constrained‐layer damping sandwich plates and beams.” J. Appl. Mach., 39, 1041–1046.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 118Issue 2February 1992
Pages: 248 - 258

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Published online: Feb 1, 1992
Published in print: Feb 1992

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Authors

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Tadayoshi Aida
Prof., Dept. of Civ. Engrg., Yamaguchi Univ., 2557 Tokiwadai, Ube, Yamaguchi 755, Japan
Susumu Toda
Mgr., Struct. Mech. Dept., Nat. Aerospace Lab., 1880 Jindaiji, Chofu, Tokyo 182, Japan
Norio Ogawa
Res. Assoc., Dept. of Civ. Engrg., Yamaguchi Univ., 2557 Tokiwadai, Ube, Yamaguchi 755, Japan
Yasuo Imada
Engr., Res. Lab., Yokogawa Bridge Works, Ltd., 88 Shinminato, Chiba 260, Japan

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