Bending analysis of multiply-connected anisotropic plates with elastic inclusions

  • Andrii Koshkin Kharkiv National University of Radio Electronics, Nauky Ave. 14, Kharkiv, Ukraine, 61166 https://orcid.org/0009-0005-0970-0403
  • Olena Strelnikova Kharkiv National University of Radio Electronics, Nauky Ave. 14, Kharkiv, Ukraine, 611664; Anatolii Pidhornyi Institute of Power Machines and Systems of NAS of Ukraine, Komunalnykiv street 2/10, Kharkiv, Ukraine, 61046 https://orcid.org/0000-0003-0707-7214
Keywords: thin plate, inclusions, cracks, complex potentials, boundary value problem, mathematical modeling, numerical methods, moment intensity factors

Abstract

Relevance. Determining the stress-strain state of thin anisotropic plates with foreign elastic inclusions under transverse bending is an important engineering problem. However, the general case of a plate with multiple, arbitrarily arranged inclusions has lacked an effective numerical or analytical solution due to significant mathematical and computational difficulties.

Objective. The purpose of this work is to develop a new approximate method for determining the stress state of a thin anisotropic plate containing a group of arbitrarily located elliptical or linear elastic inclusions.

Methods. The method is based on the application of S. G. Lekhnitskii's complex potentials. The problem is reduced to determining functions of generalized complex variables for the plate-matrix and the inclusions. These potentials are represented by corresponding Laurent series and Faber polynomials. The generalized least squares method (GLSM) is used to satisfy the contact boundary conditions on the inclusion contours. This reduces the problem to an overdetermined system of linear algebraic equations, which is solved using singular value decomposition (SVD).

Results. The developed method was validated by comparison with the known exact analytical solution for a plate with a single elliptical inclusion, showing perfect agreement. Numerical studies were conducted to analyze the influence of the relative stiffness of the inclusions, the distances between them, and their geometric characteristics on the bending moment values. It was established that the interaction between inclusions is significant and leads to a substantial increase in moments at small distances. Isotropic plates are considered as a special case of anisotropic ones.

Conclusions. It was established for the first time that for linear elastic inclusions, moment singularities, described by moment intensity factors (MIFs), occur only in cases of sufficiently stiff or sufficiently flexible inclusions.

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Author Biographies

Andrii Koshkin, Kharkiv National University of Radio Electronics, Nauky Ave. 14, Kharkiv, Ukraine, 61166

assistant of the Department of Applied Mathematics

Olena Strelnikova, Kharkiv National University of Radio Electronics, Nauky Ave. 14, Kharkiv, Ukraine, 611664; Anatolii Pidhornyi Institute of Power Machines and Systems of NAS of Ukraine, Komunalnykiv street 2/10, Kharkiv, Ukraine, 61046

Professor, Doctor of Science (Engineering), leading researcher

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References

Published
2025-12-22
How to Cite
Koshkin, A., & Strelnikova, O. (2025). Bending analysis of multiply-connected anisotropic plates with elastic inclusions. Bulletin of V.N. Karazin Kharkiv National University, Series «Mathematical Modeling. Information Technology. Automated Control Systems», 68, 43-52. https://doi.org/10.26565/2304-6201-2025-68-04
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