Geomechanics and Engineering

Volume 39, Number 4, 2024, pages 347-356

DOI: 10.12989/gae.2024.39.4.347

Passive vibration control of sandwich beams with FGM faces and viscoelastic core resting on nonlinear foundation system

Hadj Youzera , Abdallah Zine , Sid Ahmed Meftah , Abdelouahed Tounsi , Mofareh Hassan Ghazwani , Ali Alnujaie

Abstract

The aim of the present investigation is focused on the nonlinear forced vibration analysis of porous FGM sandwich beam with a viscoelastic core resting on nonlinear elastic foundation. The analytical formulation incorporates both normal and shear deformations in the core by utilizing the Zig-Zag theories. The harmonic balance method is integrated with a one-mode Galerkin's procedure designed for a simply supported beam. The nonlinear geometric coupling and viscoelastic effects result in a frequency amplitude equation that is nonlinear and governed by multiple complex coefficients. The damping and frequency response curves are depicted and analyzed across various geometrical and mechanical configurations of sandwich beams. The results indicate that the porosity effects and elastic coefficients of the foundation exert a significant influence on the damping and nonlinear vibration response of these beams.

Key Words

analytical modeling; damping; porosity; FGM; nonlinear elastic foundation; vibration; viscoelastic; Zig-Zag theories

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