Application of the รฟnite element method to Koiter's asymptotic postbuckling theory often leads to numerical problems. Generally it is believed that these problems are due to locking of non-linear terms of di erent orders. A general method is given here that explains the reason for the numerical prob
Asymptotic behaviour of curved rods by the unfolding method
โ Scribed by Georges Griso
- Publisher
- John Wiley and Sons
- Year
- 2004
- Tongue
- English
- Weight
- 228 KB
- Volume
- 27
- Category
- Article
- ISSN
- 0170-4214
- DOI
- 10.1002/mma.546
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โฆ Synopsis
Abstract
We consider in this work general curved rods with a circular crossโsection of radius ฮด. Our aim is to study the asymptotic behaviour of such rods as ฮดโ0, in the framework of the linear elasticity according to the unfolding method. It consists in giving some decompositions of the displacements of such rods, and then in passing to the limit in a fixed domain.
A first decomposition concerns the elementary displacements of a curved rod which characterize its translations and rotations, and the residual displacements related to the deformation of the crossโsection. The second decomposition concerns the displacements of the middleโline of the rod. We prove that such a displacement can be written as the sum of an inextensional displacement and of an extensional one. An extensional displacement will modify the length of the middleโline, while an inextensional displacement will not change this length in a first approximation. We show that the H^1^โnorm of an inextensional displacement is of order 1, while that of an extensional displacement is in general, of order ฮด.
A priori estimates are established and convergence results as ฮดโ0, are given for the displacements. We give their unfolded limits, as well as the unfolded limits of the strain and stress tensors. To prove the convergence of the strain tensor, the introduction of elementary and residual displacements appears as essential. By passing to the limit as ฮดโ0 in the linearized system of the elasticity, we obtain on the one hand, a variational problem that is satisfied by the limit extensional displacement, and on the other hand, a variational problem coupling the limit of inextensional displacements and the limit of the angle of torsion. Copyright ยฉ 2004 John Wiley & Sons, Ltd.
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