Universitat Politècnica de Catalunya. Departament d'Enginyeria Civil i Ambiental
Centre Internacional de Mètodes Numèrics en Enginyeria
2024-06
In this paper, a new framework for large strain of electro-active viscoelastic polymeric beams is developed. The kinematical quantities of beam are derived, and then the constitutive equations of electromechanical beam are developed. To expand the formulation to viscoelastic regime, a generalization of quasi-linear viscoelasticity theory for electo-mechanical deformation is developed and called electro-mechanical quasi-linear viscoelastic (EM-QLV) theory. To deal with highly nonlinear formulation, a finite element formulation in Total Lagrangian framework is derived. Finally, to examine the applicability of the proposed model, several examples are presented and compared with the results in the literature.
The third author acknowledges the financial support received via project POTENTIAL (PID2022-141957OB-C21) funded by MCIN/AEI/10.13039/501100011033/FEDER.
Peer Reviewed
Postprint (published version)
Article
English
Àrees temàtiques de la UPC::Enginyeria civil::Materials i estructures; Viscoelasticity; Electro active polymers; Dielectric elastomers; Beams; Viscoelasticity; Electromechanics; Finite element method; Viscoelasticitat
Elsevier
https://www.sciencedirect.com/science/article/pii/S004578252400241X
info:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2021-2023/PID2022-141957OB-C21/ES/INGENIERIA COMPUTACIONAL BASADA EN DATOS PARA ACTUACION FLEXIBLE/
http://creativecommons.org/licenses/by-nc/4.0/
Open Access
Attribution-NonCommercial 4.0 International
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