On Equilibrium Problem for T-Shape Elastic Structure

This paper is concerned with an equilibrium problem for an elastic structure consisting of a plate and an elastic beam connected to each other at a given point. We consider two cases: In the first one, the elastic beam is connected to a rigid part of the elastic plate; in the second case, contact occurs between two elastic bodies. The elastic plate may contain a thin rigid delaminated inclusion. Neumann-type boundary conditions are considered at the external boundary of the plate. The existence of a solution to the considered problems is proven. A sufficient and necessary condition imposed onto the external forces for the solvability of the problems is found. Passages to the limit with respect to the rigidity parameter of the elastic beam are justified. For all problems, we analyze variational statements as well as differential ones.

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Publication Details

Journal
Axioms
Published
2025-01-10
DOI
https://doi.org/10.3390/axioms14010049
Citations
1
Primary Topic
Contact Mechanics and Variational Inequalities
Type
article
Field-Weighted Citation Impact
1.50
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article

On Equilibrium Problem for T-Shape Elastic Structure

A. M. Khludnev
1 citations
Axioms
Contact Mechanics and Variational Inequalities
1.50
article

On Equilibrium Problem for T-Shape Elastic Structure

A. M. Khludnev
article en
1 citations

Abstract

This paper is concerned with an equilibrium problem for an elastic structure consisting of a plate and an elastic beam connected to each other at a given point. We consider two cases: In the first one, the elastic beam is connected to a rigid part of the elastic plate; in the second case, contact occurs between two elastic bodies. The elastic plate may contain a thin rigid delaminated inclusion. Neumann-type boundary conditions are considered at the external boundary of the plate. The existence of a solution to the considered problems is proven. A sufficient and necessary condition imposed onto the external forces for the solvability of the problems is found. Passages to the limit with respect to the rigidity parameter of the elastic beam are justified. For all problems, we analyze variational statements as well as differential ones.

AxiomsVol. 14(1)
Lavrentyev Institute of Hydrodynamics (RU)
Openalex Percentile: Top 20%
Contact Mechanics and Variational Inequalities
1.50
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On Equilibrium Problem for T-Shape Elastic Structure — A. M. Khludnev · Axioms (2025) | TGRS Research Map | TGRS