TECHNICAL NOTES
Dec 1, 1989

Bending of Multi‐Bin RC Cylindrical Silos

Publication: Journal of Structural Engineering
Volume 115, Issue 12

Abstract

Bending stresses caused by filling interstice cells in multi-bin reinforced concrete cylindrical silos are analyzed by means of a well-known finite strip solution for various radius-to-thickness and height-to-radius ratios. Numerical results show the influence of height-to-radius ratio in the solutions, setting a limit of that ratio above which bending analysis can be performed with simpler plane frame models with reasonable accuracy. It is shown that for shorter silos the plane frame model departs significantly from a more refined analysis. The finite strip method is shown to be useful for all aspect ratios used in practical applications.

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References

1.
Cheung, Y. K. (1976). Finite strip method in structural analysis. Pergamon Press, Oxford, U.K.
2.
Faber, J., and Alsop, K. J. A. (1981). “Economics of reinforced concrete multibin grain silo configurations.” The Struct. Engr., 59A(1), 9–16.
3.
Faber, J., and Alsop, K. J. A. (1982). Discussion of “Economics of reinforced concrete multibin grain silo configurations.” The Struct. Engr., 60A(4), 121–127.
4.
Eterovic, A., Prato, C. A., and Godoy, L. A. (1986). “Exact static solution for prysmatic thin‐walled folded plate structures.” Computational Mechanics, 5, L. A. Godoy, ed., Argentine Assoc., of Computational Mech., Jun. (in Spanish).
5.
Godoy, L. A., Giro, J., and Prato, C. (1985). “Stress analysis of multicell silos with semianalytic finite elements.” Colloquia 85, Proc., South American Struct. Engrg. Conf., Buenos Aires, Argentina (in Spanish).
6.
Haydl, H. M. (1987). “Bending of interstice walls in circular silos.” J. Struct. Engrg., ASCE, 113(10), 2311–2315.
7.
Janssen, H. A. (1985). “Versuche fiber getreidedruck in silozellen.” VDI Zeitschrift, 39, 1045–1049 (in German).
8.
Reimbert, M., and Reimbert, A. (1977). Silos, theory and practice. Ed. Eyrolles, Paris, France.
9.
Scordelis, A. C., and Lo, K. S. (1964). “Computer analysis of cylindrical shells.” J. ACI, 61(5), 539–561.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 115Issue 12December 1989
Pages: 3194 - 3200

History

Published online: Dec 1, 1989
Published in print: Dec 1989

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Authors

Affiliations

C. A. Prato, Associate Member, ASCE
Proj. Engr., INCONAS Consulting Engrs., Crisol 31, 5000 Cordoba, Argentina; Prof., Nat. Univ. of Cordoba, Argentina
L. A. Godoy
Assoc. Prof., Nat. Univ. of Cordoba, Struct. Dept., Casilla de Correo 916, 5000 Cordoba, Argentina

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