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논문 기본 정보

자료유형
학술저널
저자정보
Miloud Kaddari (University of Sidi Bel Abbes) Abdelhakim Kaci (University of Sidi Bel Abbes) Abdelmoumen Anis Bousahla (King Fahd University of Petroleum & Minerals) Abdelouahed Tounsi (University of Sidi Bel Abbes) Fouad Bourada (University of Sidi Bel Abbes) AbdeldjebbarTounsi (University of Sidi Bel Abbes) E.A. Adda Bedia (King Fahd University of Petroleum & Minerals) Mohammed A. Al-Osta (King Fahd University of Petroleum & Minerals)
저널정보
한국계산역학회 Computers and Concrete, An International Journal Computers and Concrete, An International Journal Vol.25 No.1
발행연도
2020.1
수록면
37 - 57 (21page)

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This work investigates a new type of quasi-3D hyperbolic shear deformation theory is proposed in this study to discuss the statics and free vibration of functionally graded porous plates resting on elastic foundations. Material properties of porous FG plate are defined by rule of the mixture with an additional term of porosity in the through-thickness direction. By including indeterminate integral variables, the number of unknowns and governing equations of the present theory is reduced, and therefore, it is easy to use. The present approach to plate theory takes into account both transverse shear and normal deformations and satisfies the boundary conditions of zero tensile stress on the plate surfaces. The equations of motion are derived from the Hamilton principle. Analytical solutions are obtained for a simply supported plate. Contrary to any other theory, the number of unknown functions involved in the displacement field is only five, as compared to six or more in the case of other shear and normal deformation theories. A comparison with the corresponding results is made to verify the accuracy and efficiency of the present theory. The influences of the porosity parameter, power-law index, aspect ratio, thickness ratio and the foundation parameters on bending and vibration of porous FG plate.

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