Engineering Transactions, 41, 1, pp. 117-120, 1993

Brief Notes: Simple Formula for Critical Tension of Truncated Structurally Orthotropic Shells of Revolution

I.V. Andrianov
Dnepropetrovsk Civil Building Institute, Dnepropetrovsk
Ukraine

A structurally orthotropic shell of revolution is loaded by tensible forces applied to the ends of the shell. Stability of the structure is analyzed by means of the asymptotic method and the Galerkin procedure.
Full Text: PDF

References

J.C.YAO, Buckling of a truncated hemisphere under axial tension, AIAA J., 10, 1, 2316-2319, 1963.

E.l.GRIGOLUK and V.V.KABANOV, Stability of shells, Nauka, Moscow 1978.

E.I.GRIGOLUK and U.V.LIPOVTZEV, On the solution of a class of eigenvalue problems for thin shells, Problems of Mechanics of Solids, Shipbuilding, Leningrad 1970.

D.R.NAVARATNA, T.H.H.PIAN and E.A.WITMER, Stability analysis of shells of revolution by the finite-element method, AIAA J.i 6, 2, 1968.

M.T.WU and S.CHENG, Nonlinear axisymmetric buckling of truncated spherical shells, Trans. ASME, Serie E, J. Appl. Mech., 37, 3, 1970.

I.V.ANDRIANOV, V.A. LESNICHAYA, V.V. LOBODA and L.I.MANEVICH, Investigation of strength of reinforced shells of engineering structures, Vyssha Shkola, p.104, 1986.




Copyright © 2014 by Institute of Fundamental Technological Research
Polish Academy of Sciences, Warsaw, Poland