Summary
First, the solution to the problem of a simply supported circular cylindrical shell (without a cutout) subjected to a circumferential segmental line load at the middle of the shell is derived. Next, the negatives of the stress resultants and stress couples at a given radius ϱ0, obtained from this solution, are combined with a transverse shear force to form the edge conditions for a circular cylindrical shell containing a circular cutout with radius ϱ0. The desired solution is finally obtained by superposing the above two solutions. The convergence of the series, obtained in the first part, is improved for the complete region near and on the segmental line load. Numerical results are presented.
Übersicht
Es wird zunächst die Lösung für die Spannungsverteilung in einer einfach gelagerten kreiszylindrischen Schale ohne Ausschnitt angegeben. Die Schale wird durch eine Linienlast längs eines Umfangs in der Mitte der Schale belastet. Die hierfür erhaltenen Kräfte und Momente für einen gegebenen Radius ϱ0 werden dann mit einer Quer-Schubkraft kombiniert, um die Randbedingungen für eine kreiszylindrische Schale mit rundem Ausschnitt vom Radius ϱ0 zu erhalten. Die gewünschte Lösung wird schließlich durch Überlagerung der beiden Teillösungen erhalten. Die Konvergenz der dabei auftretenden Reihenentwicklungen wird für den Bereich der Belastungslinie verbessert. Numerische Ergebnisse werden angegeben.
Similar content being viewed by others
References
Lure, A. I.: Prikl. Mat. Meh. 10 (1946) p. 397.
Shevliakov, I. A., Zigel, F. S.: The Torsion of an Empty Cylinder with, a Hole in its Side Surface. Dopovidi An U.R.S.R., No. 1 (1954) 41.
Withum, D.: Die Kreiszylinderschale mit kreisförmigem Ausschnitt unter Schubbeanspruchung. Ing.- Arch. 26 (1958) p. 435.
Savin, G. M.: The Stress Distribution on a Thin Shell with an Arbitrary Hole. Problem in Continuum Mechanics. The Society for Industrial and Applied Mathematics, Philadelphia 1961, p. 382.
Naghdi, A. K., Bringen, A. C.: Stress Distribution in a Circular Cylindrical Shell with a Circular Cutout. Ing.-Arch. 34 (1965) p. 161.
Naghdi, A. K.: An Approximate Solution to the Problem of a Circular Cylindrical Shell with a Circular Hole Subjected to an Arbitrary Self-Equilibrated Edge Loading. Ing.-Arch. 38 (1969) p. 380.
Odqvist, F. K. G.: Action of Forces and Moments Symmetrically Distributed along a Generatrix of Thin Cylindrical Shell. Trans. Am. Soc. Mech. Engrs. 68A (1946) p. 106.
Hoff, N. J., Kempner, J., Fohle, F. V.: Line Load Applied along Generators of Thin Walled Cylindrical Shells of Finite Length. Quart. Appl. Math. 11 (1954) p. 411.
Cooper, R. M.: Cylindrical Shell Under Line Load. J. Appl. Mech. 24 (1957) P. 553.
Meck, H. R.: Bending of a Thin Cylindrical Shell Subjected to a Line Load Around a Circumference. J. Appl. Mech. 28 (1961) p. 427.
Nash, W. A., Bridgland, Jr. T. F.: Line Loading on Finite Length Cylindrical Shells — Solution by Finite Fuorier Transform. Quart. J. Mech. Appl. Math. 14 (1961) p. 129.
Naghdi, A. K.: Bending of a Simply Supported Circular Cylindrical Shell Subjected to Uniform Line Load along a Generator. Int. J. Solids Structures 4 (1968) p. 1067.
Naghdi, A. K.: Cylindrical Shell Subject to Longitudinal Line Load. J. Engng. Mech. Division ASCE, Vol. 96 (1970) p. 653.
Novozhilov, V. V.: The Theory of Thin Shells (translated by P. G. Lowe). Noordhoff 1959.
Green, A. E., Zerna, W.: Theoretical Elasticity. Oxford 1960.
Dwight, H. B.: Tables of Integrals and Other Mathematical Data, 3rd ed. New York 1957.
Gradshteyn, I. S., Ryzhik, I. M.: Table of Integrals Series and Products. New York and London 1965.
Author information
Authors and Affiliations
Rights and permissions
About this article
Cite this article
Naghdi, A.K., Gersting, J.M. The effect of a transverse shear acting on the edge of a circular cutout in a simply supported circular cylindrical shell. Ing. arch 42, 141–150 (1973). https://doi.org/10.1007/BF00533077
Received:
Issue Date:
DOI: https://doi.org/10.1007/BF00533077