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논문 기본 정보

자료유형
학술저널
저자정보
Houari Hachemi (Université Dr Tahar Moulay) Abdelmoumen Anis Bousahla (Université de Sidi Bel Abbés) Abdelhakim Kaci (Université Dr Tahar Moulay) Fouad Bourada (University of Sidi Bel Abbes) Abdeldjebbar Tounsi (University of Sidi Bel Abbes) Kouider Halim Benrahou (University of Sidi Bel Abbes) Abdelouahed Tounsi (University of Sidi Bel Abbes) Mesfer Mohammad Al-Zahrani (King Fahd University of Petroleum & Minerals) S.R. Mahmoud (King Abdulaziz University)
저널정보
국제구조공학회 Steel and Composite Structures, An International Journal Steel and Composite Structures, An International Journal Vol.39 No.1
발행연도
2021.1
수록면
51 - 64 (14page)

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This paper presents a high-order shear and normal deformation theory for the bending of FGM plates. The number of unknowns and governing equations of the present theory is reduced, and hence makes it simple to use. Unlike any other theory, the number of unknown functions involved in displacement field is only four, as against five or more in the case of other shear and normal deformation theories. Based on the novel shear and normal deformation theory, the position of neutral surface is determined and the governing equilibrium equations based on neutral surface are derived. There is no stretching–bending coupling effect in the neutral surface-based formulation, and consequently, the governing equations of functionally graded plates based on neutral surface have the simple forms as those of isotropic plates. Navier-type analytical solution is obtained for functionally graded plate subjected to transverse load for simply supported boundary conditions. The accuracy of the present theory is verified by comparing the obtained results with other quasi-3D higher-order theories reported in the literature. Other numerical examples are also presented to show the influences of the volume fraction distribution, geometrical parameters and power law index on the bending responses of the FGM plates are studied.

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