Variable fractional modeling and vibration analysis of variable-thickness viscoelastic circular plate

•Variable thickness viscoelastic circular plate is modeled by variable fractional model at the first time.•Shifted Chebyshev polynomials algorithm solves ternary government equation of the plate accurately in the time domain.•Convergence analysis proves the applicability of proposed algorithm.•Numer...

Ausführliche Beschreibung

Gespeichert in:

Bibliographische Detailangaben
Veröffentlicht in:	Applied mathematical modelling Jg. 110; S. 767 - 778
Hauptverfasser:	Dang, Rongqi, Cui, Yuhuan, Qu, Jingguo, Yang, Aimin, Chen, Yiming
Format:	Journal Article
Sprache:	Englisch
Veröffentlicht:	Elsevier Inc 01.10.2022
Schlagworte:	Numerical solutions SCPs algorithm Variable fractional derivative model Variable-thickness viscoelastic circular plate SCPs algorithm Variable-thickness viscoelastic circular plate Variable fractional derivative model Numerical solutions
ISSN:	0307-904X
Online-Zugang:	Volltext
Tags:	Tag hinzufügen Keine Tags, Fügen Sie den ersten Tag hinzu!

Beschreibung
Zusammenfassung:	•Variable thickness viscoelastic circular plate is modeled by variable fractional model at the first time.•Shifted Chebyshev polynomials algorithm solves ternary government equation of the plate accurately in the time domain.•Convergence analysis proves the applicability of proposed algorithm.•Numerical examples prove the correctness and sensitivity of proposed model and algorithm.•Vibration of the plate can be reduced by increasing thickness, reducing area or strengthening restraint. In this paper, a variable fractional derivative model (VFDM) is used to model the viscoelastic circular plate whose thickness varies exponentially. Based on the VFDM, a ternary variable fractional differential equation of viscoelastic circular plate is established. The shifted Chebyshev polynomials (SCPs) algorithm is introduced to numerically solve the complex equation directly in time domain. The effectiveness of proposed SCPs algorithm is verified by convergence analysis. Then the dynamic responses of viscoelastic circular plate are researched under different loads, radius, thickness parameters, boundary conditions and viscoelastic materials by SCPs algorithm. The displacement of circular plate increases with the increasing load. The vibration can be reduced by increasing the thickness of plate, reducing plate area or strengthening the restraint on plate. The bending resistance of polyethylene terephthalate (PET) plate is better than polyurea. These results are consistent with the results of literatures. Therefore, the proposed model and algorithm are correct and sensitive in the numerical simulation of viscoelastic circular plate with different conditions.
ISSN:	0307-904X
DOI:	10.1016/j.apm.2022.06.008