TECHNICAL NOTES
Jul 1, 1993

Effect of Rib Eccentricity on Infinitely Long Cylindrical Shells

Publication: Journal of Engineering Mechanics
Volume 119, Issue 7

Abstract

In the present technical note, the stresses and displacements are determined in an infinitely long circular cylindrical shell reinforced by a single frame. In the solution, the shell and the ring are considered separately. External load and interaction force arising from separation are expressed as harmonic series, namely Fourier series. A unit displacement matrix is obtained for the ring and as well as for the shell under the interaction forces. Imposing the compatibility conditions, the amplitudes of the unknown harmonics are obtained. The solution technique presented can be used for the shell having different boundary conditions and different external load configurations.

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References

1.
Allentuch, A., Brady, K., Kempner, J. (1967). “Long cylindrical shell under loads applied to a reinforcing ring.” AIAA J., 5(10), 1868–1870.
2.
Allentuch, A., Brady, K., Golub, E., Kempner, J. (1971). “Tests of cylindrical shell under concentrated loads applied to a reinforcing ring.” AIAA J., 9(10), 2089–2091.
3.
Flügge, W. (1973). Stresses in shell. Springer‐Verlag, New York, N.Y.
4.
Langhaar, H. L. (1962). Energy methods in applied mechanics, John Wiley and Sons, Inc., New York, N.Y.
5.
Şener, S. (1983). “On the analysis of ribbed cylindrical shell reinforced with stiffness in two directions,” PhD thesis, Istanbul Technical Univ., Istanbul, Turkey (in Turkish).
6.
Şener, S. (1991). “Effect of eccentricity on ribbed cylindrical shells.” 4th Int. Colloquium on Struct. Stability Mediterranean Session, G. Askar, Ed., Scientific and Technical Council of Turkey, Istanbul, Turkey, 217–224.
7.
Vafakos, W. P. (1967). “Asymptotic solution for infinite cylinder reinforced by radially loaded ring.” J. Appl. Mech., 34(1), 165–174.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 119Issue 7July 1993
Pages: 1493 - 1503

History

Received: Sep 3, 1992
Published online: Jul 1, 1993
Published in print: Jul 1993

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Authors

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Siddik Şener
Assoc. Prof., Dept. of Civ. Engrg., Gazi Univ., Maltepe, Ankara, Turkey 06571

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