Hybrid Active—passive Damping Treatment of Sandwich Beams in Non-linear Dynamics

Author:

Galucio A.C.1,Deü J.-F.1,Ohayon R.2

Affiliation:

1. Chair of Mechanics, Structural Mechanics and Coupled Systems Laboratory, Conservatoire National des Arts et Métiers (CNAM), Case courrier 353, 292 rue Saint-Martin, 75141 Paris Cedex 03, France ()

2. Chair of Mechanics, Structural Mechanics and Coupled Systems Laboratory, Conservatoire National des Arts et Métiers (CNAM), Case courrier 353, 292 rue Saint-Martin, 75141 Paris Cedex 03, France,

Abstract

In the context of large displacement and rotations, this work presents a co-rotational finite element formulation of an adaptive sandwich beam composed of a viscoelastic core constrained by laminated elastic/piezoelectric faces. A classical sandwich theory is used for the face/core/face set, considering transverse shear deformations for the core. The four-parameter fractional Zener model is used in order to take the viscoelastic behavior of the middle layer into account, while a classical linear piezoelectric constitutive law is used for modeling the piezoelectric material. The finite element formulation allows large displacements and rotations with a local small strain measure. Moreover, local electrical degrees-of-freedom are used in order to reproduce sensor configurations. Another particularity consists of approximating the fractional derivative operator by the Grünwald-Letnikov scheme, where the history of the internal memory force is used to take into account the damping effect.

Publisher

SAGE Publications

Subject

Mechanical Engineering,Mechanics of Materials,Aerospace Engineering,Automotive Engineering,General Materials Science

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