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The polarization in a ferroelectric thin film: local and nonlocal limit problems

Antonio GaudielloKamel Hamdache — 2013

ESAIM: Control, Optimisation and Calculus of Variations

In this paper, starting from classical non-convex and nonlocal 3-variational model of the electric polarization in a ferroelectric material, an asymptotic process we obtain a rigorous 2-variational model for a thin film. Depending on the initial boundary conditions, the limit problem can be either nonlocal or local.

Homogenization of highly oscillating boundaries and reduction of dimension for a monotone problem

Dominique BlanchardAntonio Gaudiello — 2003

ESAIM: Control, Optimisation and Calculus of Variations

We investigate the asymptotic behaviour, as ε 0 , of a class of monotone nonlinear Neumann problems, with growth p - 1 ( p ] 1 , + [ ), on a bounded multidomain Ω ε N ( N 2 ) . The multidomain Ω ε is composed of two domains. The first one is a plate which becomes asymptotically flat, with thickness h ε in the x N direction, as ε 0 . The second one is a “forest” of cylinders distributed with ε -periodicity in the first N - 1 directions on the upper side of the plate. Each cylinder has a small cross section of size ε and fixed...

Homogenization of highly oscillating boundaries and reduction of dimension for a monotone problem

Dominique BlanchardAntonio Gaudiello — 2010

ESAIM: Control, Optimisation and Calculus of Variations

We investigate the asymptotic behaviour, as ε → 0, of a class of monotone nonlinear Neumann problems, with growth -1 ( ∈]1, +∞[), on a bounded multidomain Ω ε N ( ≥ 2). The multidomain Ω is composed of two domains. The first one is a plate which becomes asymptotically flat, with thickness h in the direction, as ε → 0. The second one is a “forest" of cylinders distributed with -periodicity in the first - 1 directions on the upper side of the plate. Each cylinder has ...

Homogenization of a monotone problem in a domain with oscillating boundary

Dominique BlanchardLuciano CarboneAntonio Gaudiello — 2010

ESAIM: Mathematical Modelling and Numerical Analysis

We study the asymptotic behaviour of the following nonlinear problem: { - div ( a ( D u h ) ) + | u h | p - 2 u h = f in Ω h , a ( D u h ) · ν = 0 on Ω h , . in a domain Ω h of n whose boundary ∂Ω h contains an oscillating part with respect to h when h tends to . The oscillating boundary is defined by a set of cylinders with axis 0...

Homogenization of unbounded functionals and nonlinear elastomers. The case of the fixed constraints set

Luciano CarboneDoina CioranescuRiccardo De ArcangelisAntonio Gaudiello — 2004

ESAIM: Control, Optimisation and Calculus of Variations

The paper is a continuation of a previous work of the same authors dealing with homogenization processes for some energies of integral type arising in the modeling of rubber-like elastomers. The previous paper took into account the general case of the homogenization of energies in presence of pointwise oscillating constraints on the admissible deformations. In the present paper homogenization processes are treated in the particular case of fixed constraints set, in which minimal coerciveness hypotheses...

Homogenization of unbounded functionals and nonlinear elastomers. The case of the fixed constraints set

Luciano CarboneDoina CioranescuRiccardo De ArcangelisAntonio Gaudiello — 2010

ESAIM: Control, Optimisation and Calculus of Variations

The paper is a continuation of a previous work of the same authors dealing with homogenization processes for some energies of integral type arising in the modeling of rubber-like elastomers. The previous paper took into account the general case of the homogenization of energies in presence of pointwise oscillating constraints on the admissible deformations. In the present paper homogenization processes are treated in the particular case of fixed constraints set, in which minimal coerciveness hypotheses...

Junction of elastic plates and beams

Antonio GaudielloRégis MonneauJacqueline MossinoFrançois MuratAli Sili — 2007

ESAIM: Control, Optimisation and Calculus of Variations

We consider the linearized elasticity system in a multidomain of 𝐑 3 . This multidomain is the union of a horizontal plate with fixed cross section and small thickness , and of a vertical beam with fixed height and small cross section of radius r ε . The lateral boundary of the plate and the top of the beam are assumed to be clamped. When and r ε tend to zero simultaneously, with r ε ε 2 , we identify the limit problem. This limit problem involves six junction conditions.

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