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A NURBS-based IGA using zig-zag plate theory for nonlinear passive/semi-active damping analysis of laminated FG-CNTRC plates
https://orcid.org/0000-0002-5265-7368
https://orcid.org/0000-0001-7985-6706
Abstract This study introduces an efficient and versatile numerical approach for simulating passive/semi-active damping treatments on laminated structures composed of functionally graded carbon nanotube-reinforced composites (FG-CNTRC) plates. This novel approach integrates an isogeometric finite element formulation that leverages basic functions generated from Non-Uniform Rational Basis Spline (NURBS) with the Murakami zig-zag theory, Von Kármán’s nonlinear strain–displacement model, and the electro-mechanical coupling properties of the constraining layers. The proposed isogeometric formulation can be transformed into the Laplace domain using the Golla–Hughes–McTavish model to successfully simulate the time-dependent passive/semi-active damping mechanism of viscoelastic materials. Subsequently, results obtained in the Laplace domain are reconverted into the time domain using inverse techniques. The validation of the proposed model through two numerical examples showcases its high reliability and demonstrates the feasibility of simulating and controlling FG-CNTRC plates with various geometries within a Computer-Aided Design-Computer-Aided Engineering (CAD-CAE) analysis framework.
Highlights An IGA approach is proposed for nonlinear passive/semi-active damping analysis. Geometric & electro-mechanical displacements are approximated using NURBS & Murakami functions. The GHM model is used to capture the viscoelastic material behavior in time domain. Examining damping treatment impact on vibration control is conducted in detail.
A NURBS-based IGA using zig-zag plate theory for nonlinear passive/semi-active damping analysis of laminated FG-CNTRC plates
https://orcid.org/0000-0002-5265-7368
https://orcid.org/0000-0001-7985-6706
Abstract This study introduces an efficient and versatile numerical approach for simulating passive/semi-active damping treatments on laminated structures composed of functionally graded carbon nanotube-reinforced composites (FG-CNTRC) plates. This novel approach integrates an isogeometric finite element formulation that leverages basic functions generated from Non-Uniform Rational Basis Spline (NURBS) with the Murakami zig-zag theory, Von Kármán’s nonlinear strain–displacement model, and the electro-mechanical coupling properties of the constraining layers. The proposed isogeometric formulation can be transformed into the Laplace domain using the Golla–Hughes–McTavish model to successfully simulate the time-dependent passive/semi-active damping mechanism of viscoelastic materials. Subsequently, results obtained in the Laplace domain are reconverted into the time domain using inverse techniques. The validation of the proposed model through two numerical examples showcases its high reliability and demonstrates the feasibility of simulating and controlling FG-CNTRC plates with various geometries within a Computer-Aided Design-Computer-Aided Engineering (CAD-CAE) analysis framework.
Highlights An IGA approach is proposed for nonlinear passive/semi-active damping analysis. Geometric & electro-mechanical displacements are approximated using NURBS & Murakami functions. The GHM model is used to capture the viscoelastic material behavior in time domain. Examining damping treatment impact on vibration control is conducted in detail.
A NURBS-based IGA using zig-zag plate theory for nonlinear passive/semi-active damping analysis of laminated FG-CNTRC plates
https://orcid.org/0000-0002-5265-7368
https://orcid.org/0000-0001-7985-6706
Abstract This study introduces an efficient and versatile numerical approach for simulating passive/semi-active damping treatments on laminated structures composed of functionally graded carbon nanotube-reinforced composites (FG-CNTRC) plates. This novel approach integrates an isogeometric finite element formulation that leverages basic functions generated from Non-Uniform Rational Basis Spline (NURBS) with the Murakami zig-zag theory, Von Kármán’s nonlinear strain–displacement model, and the electro-mechanical coupling properties of the constraining layers. The proposed isogeometric formulation can be transformed into the Laplace domain using the Golla–Hughes–McTavish model to successfully simulate the time-dependent passive/semi-active damping mechanism of viscoelastic materials. Subsequently, results obtained in the Laplace domain are reconverted into the time domain using inverse techniques. The validation of the proposed model through two numerical examples showcases its high reliability and demonstrates the feasibility of simulating and controlling FG-CNTRC plates with various geometries within a Computer-Aided Design-Computer-Aided Engineering (CAD-CAE) analysis framework.
Highlights An IGA approach is proposed for nonlinear passive/semi-active damping analysis. Geometric & electro-mechanical displacements are approximated using NURBS & Murakami functions. The GHM model is used to capture the viscoelastic material behavior in time domain. Examining damping treatment impact on vibration control is conducted in detail.
A NURBS-based IGA using zig-zag plate theory for nonlinear passive/semi-active damping analysis of laminated FG-CNTRC plates
Nguyen-Thoi, T. (Autor:in) / Ly, Duy-Khuong (Autor:in) / Nguyen, Sy-Ngoc (Autor:in) / Mahesh, Vinyas (Autor:in) / Thongchom, Chanachai (Autor:in)
Engineering Structures ; 300
25.11.2023
Aufsatz (Zeitschrift)
Elektronische Ressource
Englisch
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