A new quasi-3D sinusoidal shear deformation theory for functionally graded plates

被引:88
|
作者
Benchohra, Mamia [1 ]
Driz, Hafida [1 ]
Bakora, Ahmed [1 ]
Tounsi, Abdelouahed [1 ,2 ,3 ]
Bedia, E. A. Adda [1 ]
Mahmoud, S. R. [4 ]
机构
[1] Univ Djillali Liabes Sidi Bel Abbes, Fac Technol, Civil Engn Dept, Mat & Hydrol Lab, Sidi Bel Abbes, Algeria
[2] King Fahd Univ Petr & Minerals, Dept Civil & Environm Engn, Dhahran 31261, Eastern Provinc, Saudi Arabia
[3] Univ Djillali Liabes Sidi Bel Abbes, Fac Exact Sci, Dept Phys, Lab Modeling & Multiscale Simulat, Sidi Bel Abbes, Algeria
[4] King Abdulaziz Univ, Fac Sci, Dept Math, Jeddah, Saudi Arabia
关键词
quasi 3D theory; bending; vibration; functionally graded plate; HIGHER-ORDER SHEAR; FREE-VIBRATION ANALYSIS; THERMAL BUCKLING ANALYSIS; NEUTRAL SURFACE POSITION; PASTERNAK ELASTIC FOUNDATIONS; ADVANCED COMPOSITE PLATES; PLY LAMINATED PLATES; NANOSIZE FG PLATES; SANDWICH PLATES; RECTANGULAR-PLATES;
D O I
10.12989/sem.2018.65.1.019
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, a new quasi-3D sinusoidal shear deformation theory for functionally graded (FG) plates is proposed. The theory considers both shear deformation and thickness-stretching influences by a trigonometric distribution of all displacements within the thickness, and respects the stress-free boundary conditions on the upper and lower faces of the plate without employing any shear correction coefficient. The advantage of the proposed model is that it posses a smaller number of variables and governing equations than the existing quasi-3D models, but its results compare well with those of 3D and quasi 3D theories. This benefit is due to the use of undetermined integral unknowns in the displacement field of the present theory. By employing the Hamilton principle, equations of motion are obtained in the present formulation. Closed-form solutions for bending and free vibration problems are determined for simply supported plates. Numerical examples are proposed to check the accuracy of the developed theory.
引用
收藏
页码:19 / 31
页数:13
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