TECHNICAL PAPERS
Oct 1, 1997

Stability of Nonlinear Two-Frequency Oscillation of Cylindrical Shells

Publication: Journal of Engineering Mechanics
Volume 123, Issue 10

Abstract

The moment scheme of the finite element method and the method of generalized coordinates are used to construct a multi-degree-of-freedom nonlinear model of a cylindrical shell subjected to two-frequency excitations. This model consists of a system of nonlinear differential equations. The incremental method is then used to find the solution of the equation in the frequency domain, while the Poincaré map, spectral analysis, and Floquet's theory are applied to the stability of the solution at every step of the incremental method. Solutions and discussions are presented to substantiate the suggested algorithm. It is shown that similar results are obtained by using the Poincaré map with numerical integration and Floquet's theory with Fourier's expansion. However, Floquet's theory is a lot less time-consuming and it pinpoints more accurately the moment of loss of stability.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Bolotin, V. V. (1956). Dynamic stability of elastic systems. Gosudarstvennoe isdatelstvo technico-theoretical literature, Moscow, Russia.
2.
Dekhtyariuk, Y. S., and Lumelskii, Y. D. (1984). “Numerical construction of nonlinear dynamic models of shallow shells and plates.”Strength of Mat. and the Theory of Structures, 45, 5–9 (in Russian).
3.
Eneremadu, K. O. (1991). “Steady state oscillations of plates and shells subjected to two-frequency excitations,” PhD thesis, Kiev Inst. of Civ. Engrg., Kiev, Ukraine (in Russian).
4.
Haken, H. (1983). Advanced synergetics: Instability hierarchies of self-organising systems and devices. Springer-Verlag, Berlin, Germany.
5.
Kurdiumov, A. A.(1961). “Towards the theory of a physical and geometrical nonlinear problem of deformation and stability of plates and shells.”Rep., Leningrad's shipbuilding institute, St. Petersburg, Russia, 34, 55–62.
6.
Mook, D. T., Plaut, R. H., and Haquang, N.(1986). “The influence of an internal resonance on nonlinear structural vibrations under combination resonance conditions.”J. Sound and Vibration, 104, 229–241.
7.
Nayfeh, A. H.(1984). “Combination tones in the response of single degree-of-freedom systems with quadratic and cubic nonlinearities.”J. Sound and Vibration, 92, 379–386.
8.
Nayfeh, A. H. (1993). Method of normal forms. Wiley Interscience, New York, N.Y.
9.
Sakharov, A. S., Kislooky, V. N., and Kirichevsky, V. V. (1987) “Method of finite elements in the mechanics of hard bodies.” Visha shkola, Kiev, Ukraine (in Russian)
10.
Van Dooren, R.(1971). “Combination tones of summed type in a nonlinear damped vibratory system with two degrees of freedom.”Int. J. Nonlinear Mech., 6, 237–254.
11.
Yamamoto, T., and Hayashi, S. (1964). “Combination tones of differential type in nonlinear vibratory systems.”Bull. JSME, 7, 690– 698.
12.
Yamamoto, T., and Nakao, Y.(1964). “Combination tones of summed type in nonlinear vibratory systems.”Bull. JSME, 6, 682–689.
13.
Yamamoto, T., Yasuda, K., and Nakamura, T.(1974). “Subcombination tones in nonlinear vibratory systems.”Bull. JSME, 17, 1426–1437.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 123Issue 10October 1997
Pages: 1034 - 1040

History

Published online: Oct 1, 1997
Published in print: Oct 1997

Permissions

Request permissions for this article.

Authors

Affiliations

K. O. Eneremadu
Res. Asst., Dept. of Mech. & Industrial Engrg., Univ. of Toronto, 5 King's College Rd., Toronto, Ontario, M5S 3G8, Canada.
J. W. Zu
Asst. Prof., Dept. of Mech. & Industrial Engrg., Univ. of Toronto, 5 King's College Road, Toronto, Ontario, M5S 3G8, Canada.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share