Vibration characteristics analysis of stepped thickness sectorial/annular plates using Chebyshev–Ritz method based on FSDT.

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Title: Vibration characteristics analysis of stepped thickness sectorial/annular plates using Chebyshev–Ritz method based on FSDT.
Authors: Zhao, Zhe1 (AUTHOR), Liang, Ran1 (AUTHOR), Gao, Cong1,2 (AUTHOR), Zou, Yucheng1 (AUTHOR) conggao@hrbeu.edu.cn, Pang, Fuzhen1 (AUTHOR), Li, Haichao1 (AUTHOR)
Source: Acta Mechanica. May2026, Vol. 237 Issue 5, p2195-2217. 23p.
Subjects: Rayleigh-Ritz method, Structural plates, Shear (Mechanics), Iterative methods (Mathematics), Mechanical vibration research, Finite element method
Abstract: This paper establishes a semi-analytical model to investigate the vibration characteristics of sectorial/annular structures with axially stepped thickness. The regional decomposition method and artificial spring technique are employed to construct the mathematical model of such sectorial/annular structures. The energy functional of the plate structure is established based on the first-order shear deformation theory, and five sets of artificial springs are used to simulate the continuity between different segments and the boundary conditions. The Rayleigh–Ritz method is adopted to solve the natural frequencies and mode shapes of the structure. The effectiveness of the proposed method is verified by comparing its results with those from the published literature and finite element method (FEM) calculations. Furthermore, the effects of boundary conditions, structural parameters and stepped thickness distribution on the free vibration characteristics of the sectorial/annular plates are systematically discussed, providing support for the dynamic analysis and vibration control of structures with stepped thickness. The research results show that both the increase in boundary conditions (stiffness) and regional impedance leads to an increase in natural frequencies, while the sector angle has the opposite effect; the radius ratio has no obvious regular influence on the vibration characteristics. [ABSTRACT FROM AUTHOR]
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  Data: Vibration characteristics analysis of stepped thickness sectorial/annular plates using Chebyshev–Ritz method based on FSDT.
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  Data: <searchLink fieldCode="DE" term="%22Rayleigh-Ritz+method%22">Rayleigh-Ritz method</searchLink><br /><searchLink fieldCode="DE" term="%22Structural+plates%22">Structural plates</searchLink><br /><searchLink fieldCode="DE" term="%22Shear+%28Mechanics%29%22">Shear (Mechanics)</searchLink><br /><searchLink fieldCode="DE" term="%22Iterative+methods+%28Mathematics%29%22">Iterative methods (Mathematics)</searchLink><br /><searchLink fieldCode="DE" term="%22Mechanical+vibration+research%22">Mechanical vibration research</searchLink><br /><searchLink fieldCode="DE" term="%22Finite+element+method%22">Finite element method</searchLink>
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  Data: This paper establishes a semi-analytical model to investigate the vibration characteristics of sectorial/annular structures with axially stepped thickness. The regional decomposition method and artificial spring technique are employed to construct the mathematical model of such sectorial/annular structures. The energy functional of the plate structure is established based on the first-order shear deformation theory, and five sets of artificial springs are used to simulate the continuity between different segments and the boundary conditions. The Rayleigh–Ritz method is adopted to solve the natural frequencies and mode shapes of the structure. The effectiveness of the proposed method is verified by comparing its results with those from the published literature and finite element method (FEM) calculations. Furthermore, the effects of boundary conditions, structural parameters and stepped thickness distribution on the free vibration characteristics of the sectorial/annular plates are systematically discussed, providing support for the dynamic analysis and vibration control of structures with stepped thickness. The research results show that both the increase in boundary conditions (stiffness) and regional impedance leads to an increase in natural frequencies, while the sector angle has the opposite effect; the radius ratio has no obvious regular influence on the vibration characteristics. [ABSTRACT FROM AUTHOR]
– Name: AbstractSuppliedCopyright
  Label:
  Group: Ab
  Data: <i>Copyright of Acta Mechanica is the property of Springer Nature and its content may not be copied or emailed to multiple sites without the copyright holder's express written permission. Additionally, content may not be used with any artificial intelligence tools or machine learning technologies. However, users may print, download, or email articles for individual use. This abstract may be abridged. No warranty is given about the accuracy of the copy. Users should refer to the original published version of the material for the full abstract.</i> (Copyright applies to all Abstracts.)
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RecordInfo BibRecord:
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        Value: 10.1007/s00707-025-04591-4
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      – Code: eng
        Text: English
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        PageCount: 23
        StartPage: 2195
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      – SubjectFull: Rayleigh-Ritz method
        Type: general
      – SubjectFull: Structural plates
        Type: general
      – SubjectFull: Shear (Mechanics)
        Type: general
      – SubjectFull: Iterative methods (Mathematics)
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      – SubjectFull: Mechanical vibration research
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      – SubjectFull: Finite element method
        Type: general
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      – TitleFull: Vibration characteristics analysis of stepped thickness sectorial/annular plates using Chebyshev–Ritz method based on FSDT.
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            NameFull: Zhao, Zhe
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            NameFull: Liang, Ran
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              M: 05
              Text: May2026
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              Y: 2026
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