Onset of failure in a fiber reinforced elastomer under constrained bending

被引:8
作者
Lignon, E. [3 ]
Le Tallec, P. [4 ,5 ]
Triantagyllidis, N. [1 ,2 ,4 ,5 ]
机构
[1] Univ Michigan, Dept Aerosp Engn, Ann Arbor, MI 48109 USA
[2] Univ Michigan, Dept Mech Engn, Ann Arbor, MI 48109 USA
[3] MFP Michelin, F-63040 Clermont Ferrand, France
[4] ParisTech, Ecole Polytech, CNRS, Mecan Solides Lab,UMR7649, F-91128 Palaiseau, France
[5] ParisTech, Ecole Polytech, Dept Mecan, F-91128 Palaiseau, France
关键词
Fiber-reinforced composite materials; Stability analysis; In-plane buckling; Hyperelasticity; Finite strains; MACROSCOPIC INSTABILITIES; COMPOSITES; HOMOGENIZATION;
D O I
10.1016/j.ijsolstr.2012.07.022
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Fiber reinforced elastomers subjected to compressive loads are prone to failure initiated by fiber buckling, a phenomenon of great technological importance. A 2D bifurcation analysis for an infinite ply-reinforced elastomer, subjected to constrained bending, is hereby presented for determining the composite's critical (i.e. lowest) curvature and associated eigenmode. The study is complemented by a full 3D analysis of the same composite. More specifically, the onset of bifurcation analysis is based on the Bloch wave representation of the 3D eigenmode and the periodic, over a 2D unit cell, principal solution of the infinite, perfect composite subjected to constrained (i.e. its top layer is bonded to an inextensible metallic plate) bending. The critical curvature and corresponding eigenmode are found by minimizing the lowest bifurcation curvature as a function of the eigenmode's wavelengths. These semi-analytical results, based on a 2D Finite Element Method (F.E.M) representation of the unit cell, are found to be in remarkable agreement with the full 3D calculations of the corresponding imperfect composite, thus establishing the usefulness of the proposed analysis. A comparison of the numerical simulation results to some limited experimental data is also discussed. (C) 2012 Elsevier Ltd. All rights reserved.
引用
收藏
页码:279 / 287
页数:9
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