Smart damping of large amplitude vibrations of variable thickness laminated composite shells

P Datta, MC Ray - Thin-Walled Structures, 2018 - Elsevier
Thin-Walled Structures, 2018Elsevier
This paper is concerned with the smart constrained layer damping (SCLD) treatment of
laminated composite shells with variable thickness undergoing geometrically nonlinear
vibrations. Three dimensional fractional derivative model (FDM) has been implemented for
modelling the constrained viscoelastic layer of the SCLD treatment. The constraining layer of
the SCLD treatment is made of vertically/obliquely reinforced 1–3 piezoelectric composites
(PZCs) and acts as the distributed actuator. The strain-displacement relations are based on …
Abstract
This paper is concerned with the smart constrained layer damping (SCLD) treatment of laminated composite shells with variable thickness undergoing geometrically nonlinear vibrations. Three dimensional fractional derivative model (FDM) has been implemented for modelling the constrained viscoelastic layer of the SCLD treatment. The constraining layer of the SCLD treatment is made of vertically/obliquely reinforced 1–3 piezoelectric composites (PZCs) and acts as the distributed actuator. The strain-displacement relations are based on the simplified Novozhilov nonlinear shell theory to introduce the geometric nonlinearity in the large amplitude vibrations of the variable thickness shells. A three dimensional smart nonlinear finite element (FE) model has been developed for carrying out this analysis. Several numerical results are presented to check the accuracy of the present three-dimensional FDM for analyzing the passive and active control authority of the SCLD patch. Also the efficacy of the activated SCLD patch in controlling geometrically nonlinear vibration is computed for variable thickness shells and compared with shells of constant thickness.
Elsevier
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