Mathematical Problems in Mechanics
Modeling of rod-structures in nonlinear elasticity
[Modélisation des structures-poutres en élasticité non linéaire]
Comptes Rendus. Mathématique, Tome 348 (2010) no. 19-20, pp. 1137-1141.

Cette Note traite de la modélisation d'une structure formée de poutres droites élastiques. Nous montrons, après une normalisation convenable, que l'infimum de l'énergie élastique totale tend vers le minimum d'une fonctionnelle qui dépend de champs définis sur les axes des poutres.

This Note deals with the modeling of a structure made of straight elastic rods whose thickness tends to 0. We show that, upon an adequate scaling, the infimum of the total elastic energy tends to the minimum of a functional which depends on fields defined on the centerlines of the rods.

Reçu le :
Accepté le :
Publié le :
DOI : 10.1016/j.crma.2010.09.008
Blanchard, Dominique 1 ; Griso, Georges 2

1 Université de Rouen, UMR 6085, laboratoire Raphaël-Salem, 76801 St Etienne du Rouvray cedex, France
2 Laboratoire J.L. Lions, université P. et M. Curie, Case Courrier 187, 75252 Paris cedex 05, France
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Blanchard, Dominique; Griso, Georges. Modeling of rod-structures in nonlinear elasticity. Comptes Rendus. Mathématique, Tome 348 (2010) no. 19-20, pp. 1137-1141. doi : 10.1016/j.crma.2010.09.008. http://www.numdam.org/articles/10.1016/j.crma.2010.09.008/

[1] Blanchard, D.; Griso, G. Decomposition of deformations of thin rods. Application to nonlinear elasticity, Anal. Appl., Volume 7 (2009) no. 1, pp. 21-71

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[4] Griso, G. Asymptotic behavior of rods by the unfolding method, Math. Meth. Appl. Sci., Volume 27 (2004), pp. 2081-2110

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[8] Mora, M.G.; Müller, S. A nonlinear model for inextensible rods as a low energy Γ-limit of three-dimensional nonlinear elasticity, Ann. Inst. H. Poincaré Anal. Non Linéaire, Volume 21 (2004) no. 3, pp. 271-293

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