Dynamic stability of a viscoelastic cylindrical panel with concentrated masses |
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Authors: | B Kh Eshmatov D A Khodzhaev |
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Affiliation: | (1) Virginia Polytechnical Institute and State University, Blacksburg, USA;(2) Tashkent Institute of Irrigation and Melioration, Tashkent, Uzbekistan |
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Abstract: | We discuss the problem of the dynamic stability of a viscoelastic cylindrical panel with concentrated masses in a geometrically
nonlinear formulation that is based on the Kirchhoff-Love hypothesis. The effect of the action of concentrated masses is introduced
into the equation of motion of a cylindrical panel using the Dirac δ-function. The problem is solved by the Bubnov-Galerkin method based on a polynomial approximation of deflections together
with a numerical method based on the use of quadrature formulas. The choice of the Koltunov-Rzhanitsyn singular kernel is
justified. Comparisons between the results obtained from different theories are presented. The Bubnov-Galerkin method convergence
is investigated for all problems. The effect of the material viscoelastic properties and concentrated masses on the process
of the dynamic stability of a cylindrical panel is shown.
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Translated from Problemy Prochnosti, No. 4, pp. 132–147, July–August, 2008. |
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Keywords: | viscoelastic cylindrical panel the Kirchhoff-Love hypothesis geometrical nonlinearity concentrated masses Dirac δ -function dynamic stability |
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