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IssuesArchive of Issues2005-1pp.86-89

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T. I. Maslikova and V. S. Polenov, "The propagation of unsteady elastic waves in homogeneous porous media," Mech. Solids. 40 (1), 86-89 (2005)
Year 2005 Volume 40 Number 1 Pages 86-89
Title The propagation of unsteady elastic waves in homogeneous porous media
Author(s) T. I. Maslikova (Voronezh)
V. S. Polenov (Voronezh)
Abstract A dynamic deformation of a porous medium has been considered in a number of papers. Among them, we note important papers by M. A. Biot [1-3] in which the theory of the propagation of steady elastic waves in a two-component medium has been proposed. The medium was assumed to consist of an elastic skeleton and pores filled with viscous compressible fluid. The open pores have a connection with an external surface of the medium and the isolated pores are elements of the rigid part of the porous skeleton. The low- and high-amplitude waves have been studied. In [4, 5], the wave reflection on the free surface of a half-space occupied by a two-component medium has been considered. The medium was assumed to consist of elastic and fluid components (wet soil, porous sound-absorbing materials, pulp).

In this paper, we study unsteady elastic waves in an infinite homogeneous elastic medium, which are related to one of the topical sections of the mechanics of structurally nonhomogeneous media. The porosity is regarded as the local volume discontinuity of the medium, for example, a cavity in a rigid phase, which is filled with gas as a result of the gas release or absorbtion during molding. Individual morphological properties of the pores are determined by their origin. The mechanism of the pore nucleation in metals is nonhomogeneous. In the general case, the pores can have arbitrary shape and size. The pores can be localized both inside the metal and on its boundaries. They can form closed, blind, and through structures. The degree of porosity is taken into account by the porosity coefficient m which is equal to the ratio of the total volume of the pores to the entire volume occupied by the medium. Using the mathematical discontinuity theory [6] for the basic relations, we show that in the medium of this kind, two longitudinal waves and one transverse wave can propagate. Differential equations governing the evolution of the intensity of the longitudinal and transverse waves during their propagation are obtained.
References
1.  M. A. Biot, "Theory of elasticity and consolidation for a porous anisotropic solid," Sbornik Perev. Obzorov Inostr. Period. Liter., No. 1, pp. 140-146, 1956.
2.  M. A. Biot, "Theory of elasticity and consolidation for a porous anisotropic solid," J. Appl. Phys., Vol. 26, No. 2, pp. 182-185, 1955.
3.  M. A. Biot, "Theory of propagation of elastic waves in a fluid-saturated porous solid," J. Acoust. Soc. America., Vol. 28, No. 2, pp. 168-178, 1955.
4.  Ya. I. Frenkel, "On the theory of seismic and seismoelectric phenomena in a wet soil," Izv. AN SSSR. Ser. Geogr. i Geofiz., Vol. 8, No. 4, pp. 133-150, 1944.
5.  L. Ya. Kosachevskii, "On the propagation of elastic waves in two-component media," PMM [Applied Mathematics and Mechanics], Vol. 23, No. 6, pp. 1115-1123, 1959.
6.  T. Thomas, Plastic Flow and Fracture in Solids [Russian translation], Mir, Moscow, 1964.
Received 01 October 2004
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