2020
DOI: 10.1007/s00245-020-09722-y
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About Symmetry in Partially Hinged Composite Plates

Abstract: We consider a partially hinged composite plate problem and we investigate qualitative properties, e.g. symmetry and monotonicity, of the eigenfunction corresponding to the density minimizing the first eigenvalue. The analysis is performed by showing related properties of the Green function of the operator and by applying polarization with respect to a fixed plane. As a by-product of the study, we obtain a Hopf type boundary lemma for the operator having its own theoretical interest. The statements are compleme… Show more

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Cited by 7 publications
(10 citation statements)
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“…Recently some mathematical models for suspension bridges [11] have been developed with the scope to understand and, then, to prevent instability phenomena; they were studied models for suspension bridges with geometrical nonlinearities, e.g. see [7,8], models for partially hinged plates, see [9], models for non homogeneous partially hinged plates, see [1,2,3], models for homogeneous beams with intermediate piers [10] and non homogeneous beams [4]. In all these cases the application of analytical methods to real problems allowed to find suggestions and practical remedies that can be discussed with engineers.…”
Section: Introductionmentioning
confidence: 99%
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“…Recently some mathematical models for suspension bridges [11] have been developed with the scope to understand and, then, to prevent instability phenomena; they were studied models for suspension bridges with geometrical nonlinearities, e.g. see [7,8], models for partially hinged plates, see [9], models for non homogeneous partially hinged plates, see [1,2,3], models for homogeneous beams with intermediate piers [10] and non homogeneous beams [4]. In all these cases the application of analytical methods to real problems allowed to find suggestions and practical remedies that can be discussed with engineers.…”
Section: Introductionmentioning
confidence: 99%
“…Given Ω ⊂ R 3 an elastic homogeneous solid body, we denote by u : Ω → R 3 the displacement vector at any point of the reference configuration of the elastic body itself, see the list of notations at the end of the paper. We denote by Tu the stress tensor and by λ and µ the classical Lamé constants; it is known that λ and µ may be expressed in terms of the Young modulus E and Poisson ratio ν ∈ (−1, 1 2 ) as…”
Section: Introductionmentioning
confidence: 99%
“…The study of eigenmodes optimisation is central to the theory of inhomogeneous elastic plates and is of great applicative relevance. A vast literature has been devoted to the analysis of spectral optimisation problems for biharmonic operators, modelling plates of varying density and thickness under different settings [3,4,6,8,9,10,11,14,18,19]. In addition, several contributions are devoted to inverse problems arising in the study of such inhomogeneous plates [17,25,26].…”
Section: Introductionmentioning
confidence: 99%
“…The most general formulation of the optimisation problem under consideration, covering questions from [3,4,6,14,18,19], is the study of the qualitative properties of solutions to the minimisation problem inf D,g Λ(D, g).…”
Section: Introductionmentioning
confidence: 99%
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