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This paper is a survey of articles [5, 6, 8, 9, 13, 17, 18]. We are interested in the influence of small geometrical perturbations on the solution of elliptic problems. The cases of a single inclusion or several well-separated inclusions have been deeply studied. We recall here techniques to construct an asymptotic expansion. Then we consider moderately close inclusions, i.e. the distance between the inclusions tends to zero more slowly than their characteristic size. We provide a complete asymptotic...
We consider the limit behaviour of elastic shells when the relative thickness tends to zero. We address the case when the middle surface has principal curvatures of opposite signs and the boundary conditions ensure the geometrical rigidity. The limit problem is hyperbolic, but enjoys peculiarities which imply singularities of unusual intensity. We study these singularities and their propagation for several cases of loading, giving a somewhat complete description of the solution.
It is rather classical to model multiperforated plates by approximate impedance boundary
conditions. In this article we would like to compare an instance of such boundary
conditions obtained through a matched asymptotic expansions technique to direct numerical
computations based on a boundary element formulation in the case of linear acoustic.
Bases of asymptotic theory of beams, plates and shells are stated. The comparison with classic theory is conducted. New classes of thin bodies problems, for which hypotheses of classic theory are not applicable, are considered. By the asymptotic method effective solutions of these problems are obtained. The effectiveness of the asymptotic method for finding solutions of as static, as well as dynamic problems of beams, plates and shells is shown.
For a plate subject to stress boundary condition, the deformation
determined by the Reissner–Mindlin plate bending model could be
bending dominated, transverse shear dominated, or neither
(intermediate), depending on the load. We show that the
Reissner–Mindlin model has a wider range of applicability than
the Kirchhoff–Love model, but it does not always converge to the
elasticity theory. In the case of bending domination, both the two
models are accurate. In the case of transverse shear domination,
the...
We study the 3-D elasticity problem in the case of a
non-symmetric heterogeneous rod. The asymptotic expansion of the solution is
constructed. The coercitivity of the homogenized equation is proved. Estimates
are derived for the difference between the truncated series and the exact solution.
Crack propagation in anisotropic materials is a persistent problem. A general concept to predict crack growth is the energy principle: A crack can only grow, if energy is released. We study the change of potential energy caused by a propagating crack in a fully three-dimensional solid consisting of an anisotropic material. Based on methods of asymptotic analysis (method of matched asymptotic expansions) we give a formula for the decrease in potential energy if a smooth inner crack grows along a...
Let where are matrices of non-zero determinant. We establish a sharp relation between the following two minimisation problems in two dimensions. Firstly the -well problem with surface energy. Let , be a convex polytopal region. Defineand let denote the subspace of functions in that satisfy the affine boundary condition on (in the sense of trace), where . We consider the scaling (with respect to ) ofSecondly the finite element approximation to the -well problem without surface...
Let
where are matrices of non-zero determinant. We
establish a sharp relation between the following two minimisation
problems in two dimensions. Firstly the N-well problem with surface energy. Let
, be a convex polytopal region. Define
and let AF denote the subspace of functions in
that satisfy the affine boundary condition
Du=F on (in the sense of trace), where . We consider the scaling (with respect to ϵ) of
Secondly the finite element approximation to the N-well problem
without...
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