Journal of Applied Mathematics and Mechanics (about journal) Journal of Applied
Mathematics and Mechanics

Russian Academy of Sciences
 Founded
in January 1936
(Translated from 1958)
Issued 6 times a year
ISSN 0021-8928
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IssuesArchive of Issues2014-1pp.65-76

Archive of Issues

Total articles in the database: 10522
In Russian (ΟΜΜ): 9723
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V.G. Bazhenov, V.V. Balandin, S.S. Grigoryan, and V.L. Kotov, "Analysis of models for calculating the motion of solids of revolution of minimum resistance in soil media," J. Appl. Math. Mech. 78 (1), 65-76 (2014)
Year 2014 Volume 78 Issue 1 Pages 65-76
Title Analysis of models for calculating the motion of solids of revolution of minimum resistance in soil media
Author(s) V.G. Bazhenov (Nizhnii Novgorod, Moscow, Russia, bazhenov@mech.unn.ru)
V.V. Balandin (Nizhnii Novgorod, Moscow, Russia, balandin@mech.unn.ru)
S.S. Grigoryan (Nizhnii Novgorod, Moscow, Russia, grigor@imec.msu.ru)
V.L. Kotov (Nizhnii Novgorod, Moscow, Russia, vkotov@inbox.ru)
Abstract The solution of problems of searching for the optimal shape of a body when it penetrates into dense media is considered using local interaction models (LIMs) and Grigoryan's model of a soil medium in an axisymmetric formulation. A new LIM is obtained that is improved by taking account of the non-linear compressibility and shear strength in the analytical solution of a problem on the expansion of a spherical cavity. The applicability of an LIM that is quadratic with respect to the velocity in determining the forces resisting penetration of sharp bodies into soft soil is justified theoretically and experimentally and the violation of the conditions for the model to be applicable in the case of blunt bodies is established. It is shown that a solution taking account of non-linear flow effects in a two-dimensional formulation enables both the shape as well as power and kinematic characteristics of the optimal blunt bodies as they pass through soil media to be improved considerably. The ratio of the finite depths of penetration of solids of revolution into soft ground taking account of internal friction is estimated by the ratio of the coefficients in the Rankine-Resal formulae.
Received 15 April 2013
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