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IssuesArchive of Issues2004-3pp.117-123

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L. P. Zheleznov and V. V. Kabanov, "Analysis of the nonlinear deformation and buckling of noncircular cylindrical shells subjected to pure bending," Mech. Solids. 39 (3), 117-123 (2004)
Year 2004 Volume 39 Number 3 Pages 117-123
Title Analysis of the nonlinear deformation and buckling of noncircular cylindrical shells subjected to pure bending
Author(s) L. P. Zheleznov (Novosibirsk)
V. V. Kabanov (Novosibirsk)
Abstract The integration of the equations, which are obtained by letting the components of linear strains be equal to zero, gives explicit expressions for rigid body displacements of elements of noncircular cylindrical shells. These expressions are used for constructing the shape functions of an effective tetragonal finite element. On the basis of this element, an algorithm is developed for the analysis of the nonlinear deformation and buckling of shells. The buckling of a cylindrical shell with an elliptic contour of the cross-section is analyzed. The influence of the elliptic shape and nonlinearity of deformation of the shell in the pre-critical stage is studied.
References
1.  E. I. Grigolyuk and V.V. Kabanov, Buckling of Shells [in Russian], Nauka, Moscow, 1978.
2.  S. V. Astrakharchik, L. P. Zheleznov, and V. V. Kabanov, "Investigation of nonlinear deformation and buckling of shells and panels of nonzero Gaussian curvature," Izv. AN. MTT [Mechanics of Solids], No. 2, pp. 102-108, 1994.
3.  V. V. Kabanov and S. V. Astrakharchik, "Nonlinear deformation and buckling of stiffened cylindrical shells subjected to bending," in Three-Dimensional Structures in Krasnoyarsk Territory. Collected Works [in Russian], pp. 75-83, KISI, Krasnoyarsk, 1985.
Received 03 December 2001
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