We consider a beam whose cross section is a tubular neighborhood of a simple closed curve \u3b3. We assume that the wall thickness, i.e., the size of the neighborhood, scales with a parameter \u3b4\u3b5 while the length of \u3b3 scales with \u3b5. We characterize a thin-walled beam by assuming that \u3b4\u3b5 goes to zero faster than \u3b5. Starting from the three-dimensional linear theory of elasticity, by letting \u3b5 go to zero, we derive a one-dimensional \u393-limit problem for the case in which the ratio between \u3b52 and \u3b4\u3b5 is bounded. The limit model is obtained for a fully anisotropic and inhomogeneous material, thus making the theory applicable for composite thin-walled beams. Our approach recovers in a systematic way, a...
A convergence result is proved for the equilibrium configurations of a three-dimensional thin elasti...
In this paper we present an asymptotic analysis of the three-dimensional problem for a thin linearly...
International audienceThe modelling of ordinary beams and thin-walled beams is rigorously obtained f...
We consider a beam whose cross section is a tubular neighborhood of a simple closed curve γ. We assu...
We consider a beam whose cross section is a tubular neighborhood, with thickness scaling with a para...
We consider a beam whose cross section is a tubular neighborhood, with thickness scaling with a para...
In two previous papers we deduced the asymptotic models for fully anisotropic inhomogeneous linear e...
This paper deals with the asymptotic analysis of the three-dimensional problem for a linearly elasti...
In two previous papers we deduced the asymptotic models for fully anisotropic inhomogeneous linear e...
This paper deals with the asymptotic analysis of the three-dimensional problem for a linearly elasti...
In this paper we report the second part of our results concerning the rigorous derivation of a hiera...
In this paper we report the second part of our results concerning the rigorous derivation of a hiera...
The purpose of this paper is to rigorously derive a hierarchy of one-dimensional models for thin-wal...
We study the problem of the rigorous derivation of one-dimensional models for a thin curved beam sta...
We study the stable configurations of a thin three-dimensional weakly prestrained rod subject to a t...
A convergence result is proved for the equilibrium configurations of a three-dimensional thin elasti...
In this paper we present an asymptotic analysis of the three-dimensional problem for a thin linearly...
International audienceThe modelling of ordinary beams and thin-walled beams is rigorously obtained f...
We consider a beam whose cross section is a tubular neighborhood of a simple closed curve γ. We assu...
We consider a beam whose cross section is a tubular neighborhood, with thickness scaling with a para...
We consider a beam whose cross section is a tubular neighborhood, with thickness scaling with a para...
In two previous papers we deduced the asymptotic models for fully anisotropic inhomogeneous linear e...
This paper deals with the asymptotic analysis of the three-dimensional problem for a linearly elasti...
In two previous papers we deduced the asymptotic models for fully anisotropic inhomogeneous linear e...
This paper deals with the asymptotic analysis of the three-dimensional problem for a linearly elasti...
In this paper we report the second part of our results concerning the rigorous derivation of a hiera...
In this paper we report the second part of our results concerning the rigorous derivation of a hiera...
The purpose of this paper is to rigorously derive a hierarchy of one-dimensional models for thin-wal...
We study the problem of the rigorous derivation of one-dimensional models for a thin curved beam sta...
We study the stable configurations of a thin three-dimensional weakly prestrained rod subject to a t...
A convergence result is proved for the equilibrium configurations of a three-dimensional thin elasti...
In this paper we present an asymptotic analysis of the three-dimensional problem for a thin linearly...
International audienceThe modelling of ordinary beams and thin-walled beams is rigorously obtained f...