In order to provide analytical eigenvalue estimates for general continuous gyroscopic systems, this paper presents a perturbation analysis to determine approximate eigenvalue loci and stability conclusions in the vicinity of critical speeds and zero speed. The perturbation analysis relies on a formulation of the general continuous gyroscopic system eigenvalue problem in terms of matrix differential operators and vector eigenfunctions. The eigenvalue λ appears only as λ2 in the formulation, and the smoothness of λ2 at the critical speeds and zero speed is the essential feature. First-order eigenvalue perturbations are determined at the critical speeds and zero speed. The derived eigenvalue perturbations are simple expressions in terms of the original mass, gyroscopic, and stiffness operators and the critical-speed/zero-speed eigenfunctions. Prediction of whether an eigenvalue passes to or from a region of divergence instability at the critical speed is determined by the sign of the eigenvalue perturbation. Additionally, eigenvalue perturbation at the critical speeds and zero speed yields approximations for the eigenvalue loci over a range of speeds. The results are limited to systems having one independent eigenfunction associated with each critical speed and each stationary system eigenvalue. Examples are presented for an axially moving tensioned beam, an axially moving string on an elastic foundation, and a rotating rigid body. The eigenvalue perturbations agree identically with exact solutions for the moving string and rotating rigid body.

1.
Friswell
 
M. I.
,
1996
, “
The Derivatives of Repeated Eigenvalues and Their Associated Eigenvectors
,”
ASME JOURNAL OF VIBRATION AND ACOUSTICS
, Vol.
118
, pp.
390
397
.
2.
Huseyin
 
K.
,
1976
, “
Standard Forms of the Eigenvalue Problems Associated with Gyroscopic Systems
,”
Journal of Sound and Vibration
, Vol.
45
, pp.
29
37
.
3.
Huseyin
 
K.
, and
Plaut
 
R. H.
,
1974–1975
, “
Transverse Vibrations and Stability of Systems with Gyroscopic Forces
,”
Journal of Struct. Mech.
, Vol.
3
, No.
2
, pp.
163
177
.
4.
Meirovitch
 
L.
,
1975
, “
A Modal Analysis for the Response of Linear Gyroscopic Systems
,”
ASME JOURNAL OF APPLIED MECHANICS
, Vol.
42
, pp.
446
450
.
5.
Mote
 
C. D.
,
1970
, “
Stability of Circular Plates Subjected to Moving Loads
,”
Journal of the Franklin Institute
, Vol.
290
, No.
4
, pp.
329
344
.
6.
Perkins
 
N. C.
,
1990
, “
Linear Dynamics of a Translating String on an Elastic Foundation
,”
ASME JOURNAL OF VIBRATION AND ACOUSTICS
, Vol.
112
, pp.
2
7
.
7.
Plaut
 
R. H.
,
1976
, “
Alternative Formulations for Discrete Gyroscopic Eigenvalue Problems
,”
AIAA Journal
, Vol.
14
, No.
4
, pp.
431
435
.
8.
Plaut
 
R. H.
, and
Huseyin
 
K.
,
1973
, “
Derivatives of Eigenvalues and Eigenvectors in Non-Self-Adjoint Systems
,”
AIAA Journal
, Vol.
11
, pp.
250
251
.
9.
Rogers
 
L. C.
,
1970
, “
Derivatives of Eigenvalues and Eigenvectors
,”
AIAA Journal
, Vol.
8
, pp.
943
944
.
10.
Seyranian
 
A. P.
,
1993
, “
Sensitivity Analysis of Multiple Eigenvalues
,”
Mech. Struct. & Mach.
, Vol.
21
, pp.
261
284
.
11.
Tang
 
J.
,
Ni
 
W.-M.
, and
Wang
 
W.-L.
,
1996
, “
Eigensotutions Sensitivity for Quadratic Eigenproblems
,”
Journal of Sound and Vibration
, Vol.
196
, pp.
179
188
.
12.
Vishik
 
M. I.
, and
Lyustemik
 
L. A.
,
1960
, “
Solution of Some Perturbation Problems in the Case of Matrices and Selfadjoint or Non-selfadjoint Equations
,”
Russian Math. Surveys
, Vol.
15
, pp.
1
73
.
13.
Wickert
 
J. A.
, and
Mote
 
C. D.
,
1990
, “
Classical Vibration Analysis of Axially Moving Continua
,”
ASME JOURNAL OF APPLIED MECHANICS
, Vol.
57
, pp.
738
744
.
14.
Wickert
 
J. A.
, and
Mote
 
C. D.
,
1991
, “
Response and Discretization Methods for Axially Moving Materials
,”
ASME Applied Mechanics Rev
, Vol.
44
, pp.
S279–S284
S279–S284
.
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