1,721,094 research outputs found

    Piece-wise constant approximations in variational problems via W^1,p estimates

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    Piece-wise constant approximation of first order variational problems via W −1, p estimates C. Davini, R. Paroni Dipartimento di Georisorse e Territorio, Via Cotonificio 114, 33100 Udine, Italy DAP, Università di Sassari, Palazzo del Pou Salit, 07041 Alghero, Italy A classical problem in the calculus of variations is: find the minimizers of the functional F(v) = W (x, v, ∇v) dx – (f , v) Ω among all functions v ∈ W 1, p(Ω) with trace equal to w ∈ W 1, p(Ω) over a subset (of positive length) ∂uΩ of the boundary of Ω, where 1 < p < +∞, Ω ⊂ R2 is an open bounded set with Lipschitz boundary, f ∈ Lq(Ω) and W : Ω × R × R2 → R is a Carathéodory function convex in the last variable and satisfying a standard p-growth from below and above. Different schemes have been developed in order to find an approximation of the minimizer(s) of the problem above. Probably, the most popular is the technique based on the use of continuous piece-wise affine finite elements. Higher order approximants have also been used. These on one hand give a better rate of convergence but on the other hand make the numerical scheme more complex. Our point of view here is to consider the space which makes the numerical scheme as simple as possible, which is the space of piece-wise constant functions over triangulations of the base domain. By using piece-wise constant functions the first problem at our hand is to define what we mean by gradient. At each nodal point xi of the triangulation of the base domain we call generalized gradient of a piece-wise constant function a suitable mean of the distributional gradient on a dual element around the point xi. This notion is then extended to the full triangulation by taking the generalized gradient constant on each dual element. Despite the given name, the generalized gradient is not a gradient, even though we show that it has some of the properties which are peculiar to a gradient. In particular we prove that if a sequence of generalized gradients weakly converges in Lp then the weak limit is a gradient. The generalized gradient instead does not have the "imbedding property" of a gradient, which is: a sequence of piece-wise constant functions which weakly converges together with the sequence of the generalized gradients does not necessarily strongly converges. This property is recovered by requiring that a certain weighted Lp norm of the jumps of the piece-wise constant function across the edges of the mesh should tend to zero as the size of the triangulation goes to zero. This is proved by working in the W −1, p space and using an inequality due to Necˇas. The lacking of this imbedding property strongly influences the definition of the discrete functionals which approximate the original one. References [1] Davini, C.; Paroni, R. External approximation of first order variational problems via W −1, p estimates. ESAIM Control Optim. Calc. Var. 14 (2008), no. 4, 802–824

    Macroscopic and Microscopic Behavior of Narrow Elastic Ribbons

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    A one-dimensional model for a narrow ribbon is derived from the plate theory of Kirchhoff by means of a power expansion in the width variable. The energy found coincides with the corrected Sadowsky’s energy. Furthermore, we derive the Euler-Lagrange equations and use them to study an equilibrium configuration of a twisted ribbon. Within this example we also describe how to construct the fine scale oscillations that develop in the deformed configuration

    A beam that can only bend on the Cantor set

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    In this work, we address the following question: Is it possible for a one-dimensional, linearly elastic beam to only bend on the Cantor set and, if so, what would the bending energy of such a beam look like? We answer this question by considering a sequence of beams, indexed by (Formula presented.), each one only able to bend on the set associated with the (Formula presented.) -th step in the construction of the Cantor set and compute the (Formula presented.) -limit of the bending energies. The resulting energy in the limit has a structure similar to the traditional bending energy, a key difference being that the measure used for the integration is the Hausdorff measure of dimension (Formula presented.), which is the dimension of the Cantor set

    Dimension reduction of a crack evolution problem in a linearly elastic plate

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    A two dimensional model which describes the evolution of a crack in a plate is deduced from a three dimensional linearly elastic Griffith's type model. The result is achieved by adopting the framework of energetic solutions for rate-independent processes, to model three dimensional fracture evolution, in conjunction with a variational di- mension reduction procedur

    From elastic shallow shells to beams with elastic hinges by Γ-convergence

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    In this paper, we study the Gamma-limit of a properly rescaled family of energies, defined on a narrow strip, as the width of the strip tends to zero. The limit energy is one-dimensional and is able to capture (and penalize) concentrations of the midline curvature. At the best of our knowledge, it is the first paper in the Gamma-convergence field for dimension reduction that predicts elastic hinges. In particular, starting from a purely elastic shell model with "smooth" solutions, we obtain a beam model where the derivatives of the displacement and/or of the rotation fields may have jump discontinuities. Mechanically speaking, elastic hinges can occur in the beam

    Linear Models of a Stiffened Plate via Gamma-Convergence

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    We consider a family of three-dimensional stiffened plates whose dimensions are scaled through different powers of a small parameter epsilon. The plate and the stiffener are assumed to be linearly elastic, isotropic, and homogeneous. By means of Gamma-convergence, we study the asymptotic behavior of the three-dimensional problems as the parameter e tends to zero. For different relative values of the powers of the parameter epsilon, we show how the interplay between the plate and the stiffener affects the limit energy. We derive twenty-three limit problems

    A Variational Derivation of Stoney-Like Formulas for Self-Stressed Bilayered Plates

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    Since the beginning of the 20th century, it is known that the spontaneous bending of heterogeneous bilayered plates correlates with the self-stress due to the contrast in the material properties of the two layers, and that this correlation can be exploited to gauge the internal stress state. Over the last decades, ever-growing device miniaturization has made stress assessment and even stress engineering an area of major technological interest. In this paper, we obtain two effective 2D models accounting for the spontaneous bending of devices comprised of a thin substrate and a much thinner coating by applying a G -convergence technique to the standard 3D linear hyperelastic model of a bilayered plate. Our procedure is characterized by the introduction of two distinct smallness parameters plus three independent energy scaling parameters

    On Korn's constant for thin cylindrical domains

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    We consider an Îμ-parametrized collection of cylinders of cross section ÎμÏ, where Ïâ2, and of fixed length â. By Korn's inequality, there exists a positive constant KÎμ such that â«Î©Îμ|symu|2d3xâ¤KÎμâ«Î©Îμ|u|2d3x provided that uH1(Ω;â3) satisfies a condition that rules out infinitesimal rotations. We show that KÎμ?Îμ2 converges to a strictly positive limit, and we characterize this limit in terms of certain parameters that depend on the geometry of Ï and on â. © The Author(s) 2012
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