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Deformation of Rectangular Slender Webplates with Boundary Members Flexible in the Webplate Plane

Published online by Cambridge University Press:  07 June 2016

J. Djubek
J. Djubek*
Affiliation:
Slovak Academy of Sciences, Bratislava
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Summary

The paper presents a solution of the non-linear problem of the deformation of slender rectangular plates which are stiffened along their edges by elastically compressible stiffeners flexible in the plane of the plate. The webplate is assumed to be simply-supported along its contour. Numerical results showing the effect of flexural and normal rigidity of stiffeners are given for a square webplate loaded by shear and compression.

Type
Research Article
Information
Aeronautical Quarterly , Volume 17 , Issue 4 , November 1966 , pp. 371 - 394
Copyright
Copyright © Royal Aeronautical Society. 1966

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References

1. Rockey, K. C. Web buckling and the design of webplates. The Structural Engineer, Vol. XXXVI, No. 2, p. 45, 1958.Google Scholar
2. Massonnet, Ch. Essais de voilement du poutres à âme raidie. Acier, Stahl, Steel, 2, 1955. Mémoires de l’Association Internationale des Ponts et Charpentes, Vol. XIV, 1954.Google Scholar
3. Leggett, D. M. A. and Hopkins, H. G. The effect of flange stiffness on the stresses in a plate web spar under shear. R & M 2434, 1941.Google Scholar
4. Bergman, S. G. A. Behaviour of buckled rectangular plates under the action of shearing forces. Stockholm, 1948.Google Scholar
5. Rockey, K. C. Plate girder design, flange stiffeners and webplate behaviour. Engineering, December 20, p. 788, 1957.Google Scholar
6. Djubek, J. Bemessung der Wände von Vollwandträgern. Stahlbau Rundschau, Vol. 21, p. 81, 1962. (Sonderheft Osterreichische Stahlbautagung in Innsbruck, 1961.)Google Scholar
7. Djubek, J. and Kodnár, R. Riešenie nelineárnych úloh teórie štíhlych stien variačn ý mi metodami. (The solution of non-linear problems of the theory of slender plates by variational methods.) Publishing House of the Slovak Academy of Sciences, Bratislava, 1965.Google Scholar
8. Djubek, J. Lösung des nichtlinearen Problems bei Wanddeformationen. Abhandlungen der Internationale Vereinigung für Brückenbau und Hockbau, Vol. 23, p. 91, 1963.Google Scholar
9. Levy, S. Bending of rectangular plates with large deflections. NACA Report 737, 1942, or NACA TN 846, 1942.Google Scholar
10. Levy, S., Fienup, K. L. and Woolley, R. M. Analysis of square shear web above buckling load. NACA TN 962, 1945.Google Scholar
11. Levy, S., Woolley, R. M. and Corrick, J. N. Analysis of deep rectangular shear web above buckling load. NACA TN 1009, 1946.Google Scholar
12. Papkovich, P. F. Stroitelnaya mekhanika korablja. Part II. 1941.Google Scholar
13. Coan, J. Large deflection theory for plates with small initial curvature loaded in edge compression. Journal of Applied Mechanics, No. 18, Transactions of the American Society of Mechanical Engineers, Vol. 73, p. 143, 1951.Google Scholar
14. Volmir, A. S. Gibkiye Plastinki i obolotshki. (Thin plates and shells.) Moskva, 1956.Google Scholar