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Dynamic Buckling of Axisymmetric Shells

Journal of Applied Mechanics, 1974
A procedure for the analysis of dynamic buckling of axisymmetric shells subjected to axisymmetric, periodic loads of long duration is proposed that is based on the calculation of the nonsymmetric modes of free vibration and associated mode integrals over the reference surface of the shell.
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Dynamics of delamination buckling

International Journal of Non-Linear Mechanics, 1983
Abstract The dynamics of delamination growth in layered plates as a result of delamination buckling is studied in the context of the model problem of a two layer circular plate with an initial penny-shaped delaminalion subject to a time dependent radial compressive load.
Bottega, W. J., Maewal, A.
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On the Dynamics of Elastic Buckling

Journal of the Aeronautical Sciences, 1945
THE CLASSIC THEORY of elastic buckling is based on the equilibrium of external and internal bending moments. It does not consider, however, the time elements and the inertia forces involved. The lateral vibration of compressed bars has been investigated, but the use of formulas so obtained for the experimental determination of elastic buckling loads ...
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The Dynamics of the Buckling of Elastic Columns

Journal of Applied Mechanics, 1951
Abstract The motion of a perfectly elastic initially slightly curved column is calculated when one of its ends is displaced axially at a constant speed in a perfectly rigid testing machine. A nondimensional quantity Ω is defined which depends only upon the slenderness ratio of the column and the ratio of the velocity of the propagation ...
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Dynamic Buckling of Conical Shells with Imperfections

AIAA Journal, 1974
zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Shiau, A. C., Roth, R. S., Soong, T. T.
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Dynamic Buckling of a Nonlinear Timoshenko Beam

SIAM Journal on Applied Mathematics, 1979
The transient motion that results when an ended-loaded column buckles is studied using a nonlinear Timoshenko beam theory. The two-time method is used to construct an asymptotic expansion of the solution. The results are then compared with those of a previous analysis of the same problem that employed the Euler-Bernoulli beam theory.
Hirschhorn Sapir, Marilyn   +1 more
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