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논문 기본 정보

자료유형
학술저널
저자정보
Zakaria Belabed (University of Sidi Bel Abbes) Mahmoud M. Selim (Prince Sattam bin Abdulaziz University) Omar Slimani (Tahri Mohamed University) Noureddine Taibi (University of Sidi Bel Abbes) Abdelouahed Tounsi (University of Sidi Bel Abbes) Muzamal Hussain (Govt. College University Faisalabad)
저널정보
국제구조공학회 Steel and Composite Structures, An International Journal Steel and Composite Structures, An International Journal Vol.40 No.2
발행연도
2021.1
수록면
307 - 321 (15page)

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In this study, a simple and efficient higher order shear deformation theory is formulated for free vibration analysis of functionally graded (FG) shells. By introducing the undetermined integral terms in displacement field, the number of generated unknowns and their related governing equations is reduced in contrast to previously published theories, and therefore the differentiability of governing motion equations is decreased , this motivation turns the present theory simpler and easily exploited for functionally graded shell mechanical simulation. Both strains and stress rise through the thickness coordinate as function of hyperbolical distribution. The Hamilton’s principle is deployed to derive the governing and motion equations. Closed form solutions are obtained for free vibration problems using Navier’s method. Furthermore, detailed comparisons with other shear deformation theories are presented to illustrate the efficiency and accuracy of the developed theory. From this perspective, various perceptions on the impact of some important parameters such as material distribution, geometrical configuration, thickness and curvature ratios are studied and discussed. The non-trivial aspects in predicting the free vibration responses of FG shells are also pointed out.

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