Generalized boundary continuous method for the free vibration solution of clamped porous plates.

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Title: Generalized boundary continuous method for the free vibration solution of clamped porous plates.
Authors: Laureano, RW.1,2 (AUTHOR), Mantari, JL.2 (AUTHOR) jmantari@utec.edu.pe, Yarasca, J.3 (AUTHOR)
Source: Acta Mechanica. Apr2026, Vol. 237 Issue 4, p1715-1737. 23p.
Subjects: Fourier series, Structural plates, Mechanical vibration research, Taylor's series, Artificial intelligence, Free vibration, Analytical solutions
Abstract: This article presents analytical closed-form solutions for the free vibration response of isotropic and porous plates with fully clamped (C4) boundary conditions. For the first time, the double Fourier series-based boundary continuous method (BCM) and the Carrera unified formulation (CUF) are used to obtain analytical solutions for the highly coupled partial differential equations of motion. The Taylor-like polynomials are employed within the CUF-based displacement field to accurately model the complex behavior of the plate along the thickness direction. The equations of motion and natural boundary conditions are derived by using the principle of virtual displacement (PVD). The BCM is employed to solve the governing equations yielding strong-form (exact in the limit) solutions. The validity and robustness of combining CUF and BCM are assessed by detailed comparison with 3D and 2D references available in the open literature and, where possible, with commercial software. The effects of the number of trigonometric terms m , n of the double Fourier series-based solution, side-to-thickness ratio b / h , porous distribution patterns, and porosity coefficient e 0 on the accuracy and convergence characteristics of the proposed methodology are investigated. Finally, the proposed strategy of solution appears to be suitable for predicting the natural frequencies of structures using data-driven artificial intelligence. [ABSTRACT FROM AUTHOR]
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. (Copyright applies to all Abstracts.)
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  Data: Generalized boundary continuous method for the free vibration solution of clamped porous plates.
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  Data: <searchLink fieldCode="JN" term="%22Acta+Mechanica%22">Acta Mechanica</searchLink>. Apr2026, Vol. 237 Issue 4, p1715-1737. 23p.
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  Data: <searchLink fieldCode="DE" term="%22Fourier+series%22">Fourier series</searchLink><br /><searchLink fieldCode="DE" term="%22Structural+plates%22">Structural plates</searchLink><br /><searchLink fieldCode="DE" term="%22Mechanical+vibration+research%22">Mechanical vibration research</searchLink><br /><searchLink fieldCode="DE" term="%22Taylor's+series%22">Taylor's series</searchLink><br /><searchLink fieldCode="DE" term="%22Artificial+intelligence%22">Artificial intelligence</searchLink><br /><searchLink fieldCode="DE" term="%22Free+vibration%22">Free vibration</searchLink><br /><searchLink fieldCode="DE" term="%22Analytical+solutions%22">Analytical solutions</searchLink>
– Name: Abstract
  Label: Abstract
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  Data: This article presents analytical closed-form solutions for the free vibration response of isotropic and porous plates with fully clamped (C4) boundary conditions. For the first time, the double Fourier series-based boundary continuous method (BCM) and the Carrera unified formulation (CUF) are used to obtain analytical solutions for the highly coupled partial differential equations of motion. The Taylor-like polynomials are employed within the CUF-based displacement field to accurately model the complex behavior of the plate along the thickness direction. The equations of motion and natural boundary conditions are derived by using the principle of virtual displacement (PVD). The BCM is employed to solve the governing equations yielding strong-form (exact in the limit) solutions. The validity and robustness of combining CUF and BCM are assessed by detailed comparison with 3D and 2D references available in the open literature and, where possible, with commercial software. The effects of the number of trigonometric terms m , n of the double Fourier series-based solution, side-to-thickness ratio b / h , porous distribution patterns, and porosity coefficient e 0 on the accuracy and convergence characteristics of the proposed methodology are investigated. Finally, the proposed strategy of solution appears to be suitable for predicting the natural frequencies of structures using data-driven artificial intelligence. [ABSTRACT FROM AUTHOR]
– Name: AbstractSuppliedCopyright
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  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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        Value: 10.1007/s00707-025-04499-z
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      – Code: eng
        Text: English
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        PageCount: 23
        StartPage: 1715
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      – SubjectFull: Fourier series
        Type: general
      – SubjectFull: Structural plates
        Type: general
      – SubjectFull: Mechanical vibration research
        Type: general
      – SubjectFull: Taylor's series
        Type: general
      – SubjectFull: Artificial intelligence
        Type: general
      – SubjectFull: Free vibration
        Type: general
      – SubjectFull: Analytical solutions
        Type: general
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      – TitleFull: Generalized boundary continuous method for the free vibration solution of clamped porous plates.
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            NameFull: Mantari, JL.
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            – D: 01
              M: 04
              Text: Apr2026
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              Y: 2026
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