TECHNICAL NOTE
Jan 1, 1993

On Loads Equivalent to Geometrical Imperfections in Shells

Publication: Journal of Engineering Mechanics
Volume 119, Issue 1
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References

1.
Calladine, C. A. (1972). “Structural consequences of small imperfections in elastic thin shells of revolution.” Int. J. Solids and Structures, 8, 679–697.
2.
Croll, J. G. A., Kaleli, F., Kemp, K. O., and Munro, J. (1979a). “A simplified approach to the analysis of geometrically imperfect cooling towers.” Engrg. Structures, 1, 92–98.
3.
Croll, J. G. A., Kaleli, F., and Kemp, K. O. (1979b). “Meridionally imperfect cooling towers.” J. Engrg. Mech. Div., ASCE, 105(5), 761–777.
4.
Donnel, L. H. (1976). Beams, plates and shells. McGraw‐Hill, New York, N.Y.
5.
Ellinas, C. P., Croll, J. G. A., and Kemp, K. O. (1980). “Cooling towers with circumferential imperfections.” J. Struct. Div., ASCE, 106(12), 2405–2423.
6.
Godoy, L. A. (1987). “A simplified bending analysis of imperfect spherical pressure vessels.” Int. J. Pressure Vessels and Piping, 27, 385–399.
7.
Godoy, L. A., Quinones, D., and Wagner, R. (1988). “Shallow shells with local deviations in shape.” IASS Bulletin, No. 66, 55–62.
8.
Godoy, L. A. (1990). “A perturbation formulation for imperfection analysis of thin walled structures.” J. Latin American Appl. Res., 20, 147–153.
9.
Gupta, A. K., and Al‐Dabbagh, A. (1982). “Meridional imperfection in cooling tower design: update.” J. Struct. Div., ASCE, 108(8), 1697–1708.
10.
Han, K. J. and Tong, G. S. (1985). “Analysis of hyperbolic cooling towers with local imperfections.” Engrg. Structures, 7, 273–279.
11.
Moy, S. S., and Niku, S. M. (1983). “Finite element techniques for the analysis of cooling tower shells with geometric imperfections.” Int. J. Thin Walled Structures, 1, 239–263.
12.
Tam, C. K. W. and Croll, J. G. A. (1988). “Elastic stress concentrations in cylindrical shells containing local damage.” Applied solid mechanics, vol. 2, A. S. Tooth and J. Spence, eds., Elsevier Applied Science, Barking, United Kingdom.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 119Issue 1January 1993
Pages: 186 - 190

History

Received: Aug 10, 1992
Published online: Jan 1, 1993
Published in print: Jan 1993

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Luis A. Godoy
Prof., Dept. of Structures, Nat. Univ. of Cordoba, Casilla de Correo 916, Cordoba 5000, Argentina

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