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Instabilités de poutres hyper-élastiques : du flambement étendu aux motifs localisés

Abstract : This Ph.D. work deals with buckling instabilities arising in thin hyper-elastic structures. We focus on instabilities arising in a prismatic solid submitted to finite incompatible pre-strains. We observe that the traditional 1-d Euler-Bernoulli beam model is not applicable to such a system because of the finite inhomogeneous pre-stress. The latter triggers short-wavelength instabilities that are note described by the classical 1-d models. We rely on the 3-d elasticity theory and propose a quantitative criterion on the ratio between the pre-stress and the cross-sectional aspect-ratio of the prismatic solid, that predicts the typical wavelength of the buckling pattern. This work questions the validity of classical 1-d models and suggests that extensions of these models are possible. We propose a method for the systematic derivation of reduced models. It relies on asymptotic expansions of the variational formulation of the equilibrium equations, starting from the complete expression of the energy. In this framework, kinematics can be entirely determined by solving the exact equations, order by order. We successfully apply this method to a homogeneous and isotropic beam submitted to a homogeneous compression and recover the classical Euler-Bernoulli beam model. In a last part of the manuscript we investigate the transition from extended wrinkling to localized creasing in a scale-invariant system made of a prismatic solid with a triangular cross-section, both experimentally and numerically.
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Submitted on : Tuesday, January 22, 2019 - 1:15:19 PM
Last modification on : Sunday, October 25, 2020 - 5:04:21 PM


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  • HAL Id : tel-01989317, version 1


Claire Lestringant. Instabilités de poutres hyper-élastiques : du flambement étendu aux motifs localisés. Mécanique [physics]. Université Pierre et Marie Curie - Paris VI, 2017. Français. ⟨NNT : 2017PA066637⟩. ⟨tel-01989317⟩



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