Earthquakes and Structures

  • 제10권2호
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  • Pages.451-461
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  • 2016
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  • 2092-7614(pISSN)
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  • 2092-7622(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Dynamic behavior of FGM beam using a new first shear deformation theory

  • Hadji, Lazreg (Universite Ibn Khaldoun) ;
  • Daouadji, T. Hassaine (Universite Ibn Khaldoun) ;
  • Bedia, E.A. (Laboratoire des Materiaux & Hydrologie, Universite de Sidi Bel Abbes)
  • 투고 : 2015.07.28
  • 심사 : 2015.10.26
  • 발행 : 2016.02.25
⟨ 이전 논문 다음 논문 ⟩

초록

A new first-order shear deformation theory is developed for dynamic behavior of functionally graded beams. The equations governing the axial and transverse deformations of functionally graded plates are derived based on the present first-order shear deformation plate theory and the physical neutral surface concept. There is no stretching-bending coupling effect in the neutral surface based formulation, and consequently, the governing equations and boundary conditions of functionally graded beams based on neutral surface have the simple forms as those of isotropic plates. The accuracy of the present solutions is verified by comparing the obtained results with the existing solutions.

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참고문헌

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피인용 문헌

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  2. A new shear deformation plate theory with stretching effect for buckling analysis of functionally graded sandwich plates vol.24, pp.5, 2017, https://doi.org/10.12989/scs.2017.24.5.569
  3. Dynamic analysis for anti-symmetric cross-ply and angle-ply laminates for simply supported thick hybrid rectangular plates vol.7, pp.2, 2016, https://doi.org/10.12989/amr.2018.7.2.119
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  5. Free vibration analysis of angle-ply laminated composite and soft core sandwich plates vol.33, pp.5, 2019, https://doi.org/10.12989/scs.2019.33.5.663
  6. Scale-dependent thermal vibration analysis of FG beams having porosities based on DQM vol.8, pp.4, 2016, https://doi.org/10.12989/anr.2020.8.4.283