Singularity Removal in the Elasticity Theory Solution Based on a Non-Euclidean Model of a Continuous Medium

A representation for singularities of the classical elastic stress field was obtained using the Airy stress function for a plane-strained state of a continuous medium. For a non-Euclidean model of a continuous medium, the structure of the internal stress field of a plane-strained state was shown to consist of a classical elastic stress field and a non-classical stress field determined through the incompatibility function of deformations. The requirement for the absence of singularities in the internal stress field allowed to compensate for the singularity in the elasticity theory solution for the zero harmonic by choosing a singularity of the non-classical stress field.

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Publication Details

Journal
Прикладная математика и механика / Journal of Applied Mathematics and Mechanics
Published
2025-01-01
DOI
https://doi.org/10.7868/s3034575825010069
Primary Topic
Geotechnical and Geomechanical Engineering
Type
article
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article

Singularity Removal in the Elasticity Theory Solution Based on a Non-Euclidean Model of a Continuous Medium

М. А. Гузев
Прикладная математика и механика / Journal of Applied Mathematics and Mechanics
Geotechnical and Geomechanical Engineering
article

Singularity Removal in the Elasticity Theory Solution Based on a Non-Euclidean Model of a Continuous Medium

М. А. Гузев
article en

Abstract

A representation for singularities of the classical elastic stress field was obtained using the Airy stress function for a plane-strained state of a continuous medium. For a non-Euclidean model of a continuous medium, the structure of the internal stress field of a plane-strained state was shown to consist of a classical elastic stress field and a non-classical stress field determined through the incompatibility function of deformations. The requirement for the absence of singularities in the internal stress field allowed to compensate for the singularity in the elasticity theory solution for the zero harmonic by choosing a singularity of the non-classical stress field.

Прикладная математика и механика / Journal of Applied Mathematics and MechanicsVol. 89(1)
Openalex Percentile: Top 69%
Geotechnical and Geomechanical Engineering
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