Calculation of Stress Concentration in a Generalized Elastoplastic Medium

A mathematical model from the class of generalized media possessing an internal microstructure is proposed. The model considers the nonuniform deformation of an infinitesimal elementary volume, where plastic shears at the volume boundaries are taken into account. Unlike the classical description of a continuum, additional kinematic degrees of freedom are introduced; in the planar case, these are described by two independent smooth displacement fields. This leads to the fact that a length-dimensional parameter that characterizes the structure of the medium is introduced into the constitutive equations. This model is applied to numerically solve the problem of stress redistribution in the near-boundary region of a system of mine workings within a rock mass, arising from the application of a specific mining technology. It is revealed that accounting for the microstructure of the medium—a feature absent in classical elastoplastic models—results in a significant transfer of the load from the working boundaries deeper into the deformed medium.

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Publication Details

Journal
Journal of Applied Mechanics and Technical Physics
Published
2025-10-01
DOI
https://doi.org/10.1134/s0021894425700543
Primary Topic
Geotechnical and Geomechanical Engineering
Type
article
Field-Weighted Citation Impact
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article

Calculation of Stress Concentration in a Generalized Elastoplastic Medium

A. F. Revuzhenko, D. S. Zhurkina, S. V. Lavrikov
Journal of Applied Mechanics and Technical Physics
Geotechnical and Geomechanical Engineering
article

Calculation of Stress Concentration in a Generalized Elastoplastic Medium

A. F. Revuzhenko, D. S. Zhurkina, S. V. Lavrikov
article en

Abstract

A mathematical model from the class of generalized media possessing an internal microstructure is proposed. The model considers the nonuniform deformation of an infinitesimal elementary volume, where plastic shears at the volume boundaries are taken into account. Unlike the classical description of a continuum, additional kinematic degrees of freedom are introduced; in the planar case, these are described by two independent smooth displacement fields. This leads to the fact that a length-dimensional parameter that characterizes the structure of the medium is introduced into the constitutive equations. This model is applied to numerically solve the problem of stress redistribution in the near-boundary region of a system of mine workings within a rock mass, arising from the application of a specific mining technology. It is revealed that accounting for the microstructure of the medium—a feature absent in classical elastoplastic models—results in a significant transfer of the load from the working boundaries deeper into the deformed medium.

Journal of Applied Mechanics and Technical PhysicsVol. 66(5)
Institute of Mining (RU)
Openalex Percentile: Top 38%
Geotechnical and Geomechanical Engineering
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