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JOURNALS // Prikladnaya Mekhanika i Tekhnicheskaya Fizika // Archive

Prikl. Mekh. Tekh. Fiz., 2018 Volume 59, Issue 2, Pages 167–176 (Mi pmtf606)

This article is cited in 15 papers

Elastoplastic model of rocks with a linear structural parameter

A. F. Revuzhenko, O. A. Mikenina

Mining Institute, Siberian Branch, Russian Academy of Sciences, Novosibirsk, 630091, Russia

Abstract: A closed mathematical model is formulated, which takes into account elastoplastic deformations and the medium capability of accumulating the energy of internal self-balanced stresses. Satisfaction of the diffeomorphism postulate (assumption of displacement field smoothness) is not required; as a result, the strains depend on the stresses and second derivatives of the stresses with respect to the coordinates. The model involves a linear structural parameter. Relations that take into account local bending of the elementary volumes of the medium are derived.

Keywords: rocks, elasticity, plasticity, self-balanced stresses, structural parameter.

UDC: 539.371

Received: 01.06.2017

DOI: 10.15372/PMTF20180117


 English version:
Journal of Applied Mechanics and Technical Physics, 2018, 59:2, 332–340

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