Geomechanics and Engineering

  • 제39권1호
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  • Pages.55-72
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  • 2024
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  • 2005-307X(pISSN)
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  • 2092-6219(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Dynamic analysis of viscoelastic FGM shells with porosities on elastic foundation

  • Mehmet Halil Calim (Department of Civil Engineering, Cukurova University) ;
  • Omer Faruk Capar (Department of Civil Engineering, Adana Alparslan Turkes Science and Technology University) ;
  • Mehmet Bugra Ozbey (Department of Civil Engineering, Adana Alparslan Turkes Science and Technology University) ;
  • Yavuz Cetin Cuma (Department of Civil Engineering, Adana Alparslan Turkes Science and Technology University)
  • 투고 : 2023.03.10
  • 심사 : 2024.09.09
  • 발행 : 2024.10.10
⟨ 이전 논문 다음 논문 ⟩

초록

This study investigates free and damped vibration behaviours of porous functionally graded shells supported by Winkler-Pasternak foundation, considering different geometries. Utilizing a higher-order shear deformation theory, the displacement field is determined. The equations of motion are formulated using Hamilton's principle, and the solutions are obtained Navier's method employing double Fourier series. Parametric studies regarding the effects of porosity, material distribution, elastic foundation, shell geometry and damping are carried out. Results are given in tabular and graphical form for the free and forced vibration analyses, respectively.

키워드

참고문헌

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