VISCOPLASTIC AXISYMMETRICAL BUCKLING OF SPHERICAL SHELL SUBJECTED TO RADIAL PRESSURE IMPULSE.

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作者：
Wojewodski, W.
Lewinski, P.
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来源：
Transactions of the International Conference on Structural Mechanics in Reactor Technology | 1979年 / L卷
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MATHEMATICAL TECHNIQUES - Nonlinear Equations;
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摘要：
The aim of this paper is, on the basis of equations, to solve the problem of an axisymmetrical buckling of a complete thin spherical shell loaded uniformly by a radial pressure impulse of rectangular shape and to investigate the influence of the tangential displacement on the magnitude of radial displacement, buckling mode and critical impulse.
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