## Abstract The adaptive cross approximation (ACA) algorithm (__Numer. Math.__ 2000; **86**:565β589; __Computing__ 2003; **70**(1):1β24) provides a means to compute dataβsparse approximants of discrete integral formulations of elliptic boundary value problems with almost linear complexity. ACA uses
A Galerkin approximation for linear elastic shallow shells
β Scribed by I. N. Figueiredo; L. Trabucho
- Publisher
- Springer
- Year
- 1992
- Tongue
- English
- Weight
- 775 KB
- Volume
- 10
- Category
- Article
- ISSN
- 0178-7675
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β¦ Synopsis
Thls work is a generalization to shallow shetl models of previous results for plates by B. Miara (1989). Using the same basis functions as in the plate case, we construct a Galerkin approximation of the three-dimensional linearized elasticity problem, and establish some error estimates as a function of the thickness, the curvature, the geometry of the shell, the forces and the Lam~ constants.
1 Geometry of the shell and some notations
In the following, greek indices y fl, #,.. will belong to the set { 1, 2}, latin indices i,j, k .... will belong to the set { 1, 2, 3} and the usual summation convention on the repeated index will be adopted. We assume that an orthonormal basis {ei} is given in the Euclidean space R 3. We will denote by 0 (xl, x2, x3) a generic point in ~x 3 and define the operator 0i = --. 0xi Ler co~ be a surface in IR 3, that is the image of an open, bounded, connected subset co~R 2, with a Lipschitz continuous boundary, by a mapping 0 ~ = 0~ei:~ ~, IR 3 smooth enough, that depends on the positive real parameter e, and such that
π SIMILAR VOLUMES
In this paper\ a two!dimensional model for linear elastic thick shells is deduced from the three!dimensional problem of a shell thickness 1o\ o Γ 9[ From di}erent scalings on the tangent and normal components of the displacement u o as widely used in recent works\ the limit displacement appears to b