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IssuesArchive of Issues2003-1pp.86-90

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V. M. Nikireev, "The Prandtl problem for the plane stress state," Mech. Solids. 38 (1), 86-90 (2003)
Year 2003 Volume 38 Number 1 Pages 86-90
Title The Prandtl problem for the plane stress state
Author(s) V. M. Nikireev (Moscow)
Abstract The Prandtl solution of the problem of a punch impressed into a medium characterized by the angle of internal friction φ and the limiting adhesion c (the (φ,c)-material is a Coulomb material) was obtained in the case of plane deformation [1-3]. This solution is widely used, mostly in mechanics of soils for evaluating bearing capacity of structural bases [4]. For structures with circular horizontal projection, the Ishlinskii-Berezantsev solution is utilized [5, 6]. No solution is known for the plane stress state [7], since such a solution for soils would be unrealistic. However, this solution could be used for sea ice (which has higher viscosity than river ice) in order to evaluate the influence of ice fields on sea platforms in northern seas. For ice sheets thicker than 30 cm, fracture occurs in the absence of bending, i.e., without buckling [8].
References
1.  L. Prandtl, "On the hardness of plastic materials and cutting resistance," in Theory of Plasticity [Russian translation], pp. 70-79, Izd-vo Inostr. Lit-ry, Moscow, 1949.
2.  A. Nadai, Theory of Flow and Fracture of Solids. Volume 2 [Russian translation], Mir, Moscow, 1969.
3.  V. V. Sokolovskii, Statics of Granular Materials [in Russian], Nauka, Moscow, 1990.
4.  V. N. Nikolaevskii, "Mechanical properties of soils and the theory of plasticity," in Advances in Science and Technology. Mechanics of Solids. Volume 6 [in Russian], VINITI, Moscow, 1972.
5.  A. Yu. Ishlinskii, "An axially symmetric problem of plasticity and the Brinell test," PMM [Applied Mathematics and Mechanics], Vol. 8, No. 3, pp. 201-224, 1944.
6.  V. G. Berezantsev, Axially Symmetric Problem of the Theory of Limiting Equilibrium of Granular Media [in Russian], Gostekhizdat, Moscow, 1952.
7.  M. V. Malyshev, Strength of Soils and Stability of Structural Bases [in Russian], Stroiizdat, Moscow, 1980.
8.  B. Michel, Ice Pressure on Engineering Structures [Russian translation], Transport, Moscow, 1978.
9.  D. C. Drucker and W. Prager, "Soil mechanics and plastic analysis or limiting design," in Governing Laws in Soil Mechanics [Russian translation], pp. 166-177, Mir, Moscow, 1975.
10.  V. V. Sokolovskii, Theory of Plasticity [in Russian], Vysshaya Shkola, Moscow, 1969.
11.  H. Henky, "On the slow steady-state flows in plastic bodies with applications to rolling, pressing, and drawing," in Yu. N. Rabotnov (Editor), Theory of Plasticity. Collected Papers [Russian translation], pp. 136-156, Izd-vo Inostr. Lit-ry, Moscow, 1948.
12.  R. Hill, Mathematical Theory of Plasticity [Russian translation], Gostekhizdat, Moscow, 1956.
13.  G. I. Bykovtsev and D. D. Ivlev, Theory of Plasticity [in Russian], Dal'nauka, Vladivostok, 1998.
Received 30 October 2000
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