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IssuesArchive of Issues2002-3pp.140-152

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V. P. Lyanzberg and V. I. Shalashilin, "Load-carrying capacity of conical elements of acrylic windows with allowance for the volume buckling," Mech. Solids. 37 (3), 140-152 (2002)
Year 2002 Volume 37 Number 3 Pages 140-152
Title Load-carrying capacity of conical elements of acrylic windows with allowance for the volume buckling
Author(s) V. P. Lyanzberg (Moscow)
V. I. Shalashilin (Moscow)
Abstract Acrylic conical elements are basic parts of high pressure windows. The analysis of strength and load-carrying capacity of such elements is currently based on experiments and numerical methods of analysis of the stress state [1, 2]. For some parameters of the acrylic elements, a considerable discrepancy is observed between theoretical and experimental data. In the present paper, we consider models of the acrylic element that allow for the volume buckling and demonstrate better agreement with the experimental data.
References
1.  J. D. Stachiw, "Critical pressure of conical acrylic windows under short-term hydrostatic loading," J. Eng. for Industry, Ser. B, Vol. 89, No. 3, pp. 44-54, 1967.
2.  V. P. Lyanzberg and V. I. Shalashilin, "Conical acrylic windows under short-term loading," Problemy Prochnosti, No. 11, pp. 106-111, 1983.
3.  A. N. Guz', Fundamentals of 3D Theory of Stability of Deformable Bodies [in Russian], Vishcha Shkola, Kiev, 1986.
4.  E. I. Grigolyuk and V. I. Shalashilin, Problems of Nonlinear Deformation: Continuation with Respect to a Parameter in Nonlinear Mechanics of Solids [in Russian], Nauka, Moscow, 1988.
Received 25 September 2001
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