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논문 기본 정보

자료유형
학술저널
저자정보
Abdeldjebbar Tounsi (University of Rélizane) Adda Hadj Mostefa (University of Rélizane) Amina Attia (University of Ain Temouchent) Abdelmoumen Anis Bousahla (Université de Sidi Bel Abbés) Fouad Bourada (Université de Tissemsilt) Abdelouahed Tounsi (University of Sidi Bel Abbes) Mohammed A. Al-Osta (King Fahd University of Petroleum & Minerals)
저널정보
국제구조공학회 Structural Engineering and Mechanics, An Int'l Journal Structural Engineering and Mechanics, An Int'l Journal Vol.86 No.1
발행연도
2023.4
수록면
1 - 16 (16page)

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The free vibration of temperature-dependent functionally graded plates (FGPs) resting on a viscoelastic foundation is investigated in this paper using a newly developed simple first-order shear deformation theory (FSDT). Unlike other first order shear deformation (FSDT) theories, the proposed model contains only four variables’ unknowns in which the transverse shear stress and strain follow a parabolic distribution along the plates’ thickness, and they vanish at the top and bottom surfaces of the plate by considering a new shape function. For this reason, the present theory requires no shear correction factor. Linear steadystate thermal loads and power-law material properties are supposed to be graded across the plate’s thickness. Uniform, linear, non-linear, and sinusoidal thermal rises are applied at the two surfaces for simply supported FGP. Hamilton’s principle and Navier’s approach are utilized to develop motion equations and analytical solutions. The developed theory shows progress in predicting the frequencies of temperature-dependent FGP. Numerical research is conducted to explain the effect of the power law index, temperature fields, and damping coefficient on the dynamic behavior of temperature-dependent FGPs. It can be concluded that the equation and transformation of the proposed model are as simple as the FSDT.

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