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논문 기본 정보

자료유형
학술저널
저자정보
Rabbab Bachir Bouiadjra (University Mustapha Stambouli of Mascara) Abdelkader Mahmoudi (University of Sidi Bel Abbes) Mohamed Sekkal (University of Sidi Bel Abbes) Samir Benyoucef (University of Sidi Bel Abbes) Mahmoud M. Selim (Prince Sattam bin Abdulaziz University) Abdelouahed Tounsi (University of Sidi Bel Abbes) Muzamal Hussain (College University Faisalabad)
저널정보
국제구조공학회 Steel and Composite Structures, An International Journal Steel and Composite Structures, An International Journal Vol.41 No.6
발행연도
2021.12
수록면
873 - 886 (14page)

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In this paper, an analytical solution for thermodynamic response of functionally graded (FG) sandwich plates resting on variable elastic foundation is performed by using a quasi 3D shear deformation plate theory. The displacement field used in the present study contains undetermined integral terms and involves only four unknown functions with including stretching effect. The FG sandwich plate is considered to be subject to a time harmonic sinusoidal temperature field across its thickness with any combined boundary conditions. Equations of motion are derived from Hamilton’s principle. The numerical results are compared with the existing results of quasi-3D shear deformation theories and an excellent agreement is observed. Several numerical examples for fundamental frequency, deflection, stress and variable elastic foundation parameter’s analysis of FG sandwich plates are presented and discussed considering different material gradients, layer thickness ratios, thickness-to-length ratios and boundary conditions. The results of the present study reveal that the nature of the elastic foundation, the boundary conditions and the thermodynamic loading affect the response of the FG plate especially in the case of a thick plate.

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