Topological Derivatives for Fundamental Frequencies of Elastic Bodies

In this lecture a new method for topological optimization of fundamental frequencies of elastic bodies, which could be considered as an improvement on the bubble method, is introduced.The method is based on generalized topological derivatives.For a body with different types of inclusion the vector genus is introduced.The dimension of the genus is the number of different elastic properties of the inclusions being introduced.The disturbances of stress and strain fields in an elastic matrix due to a newly inserted elastic inhomogeneity are given explicitly in terms of the stresses and strains in the initial body.The iterative positioning of inclusions is carried out by determination of the preferable position of the new inhomogeneity at the extreme points of the characteristic function.The characteristic function was derived using Eshelby's method.The expressions for optimal ratios of the semi-axes of the ellipse and angular orientation of newly inserted infinitesimally small inclusions of elliptical form are derived in closed analytical form [ i ].

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Published
2025-03-20
DOI
https://doi.org/10.54985/peeref.2503a7535162
Primary Topic
Advanced Mathematical Modeling in Engineering
Type
article
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Topological Derivatives for Fundamental Frequencies of Elastic Bodies

Vladimir Kobelev
Advanced Mathematical Modeling in Engineering
article

Topological Derivatives for Fundamental Frequencies of Elastic Bodies

Vladimir Kobelev
article en

Abstract

In this lecture a new method for topological optimization of fundamental frequencies of elastic bodies, which could be considered as an improvement on the bubble method, is introduced.The method is based on generalized topological derivatives.For a body with different types of inclusion the vector genus is introduced.The dimension of the genus is the number of different elastic properties of the inclusions being introduced.The disturbances of stress and strain fields in an elastic matrix due to a newly inserted elastic inhomogeneity are given explicitly in terms of the stresses and strains in the initial body.The iterative positioning of inclusions is carried out by determination of the preferable position of the new inhomogeneity at the extreme points of the characteristic function.The characteristic function was derived using Eshelby's method.The expressions for optimal ratios of the semi-axes of the ellipse and angular orientation of newly inserted infinitesimally small inclusions of elliptical form are derived in closed analytical form [ i ].

University of Siegen (DE)
Advanced Mathematical Modeling in Engineering
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