An optimized 2D kinematic model for flexure and free vibration analysis of functionally graded plates

被引:0
|
作者
Draiche, Kada [1 ,2 ]
Madenci, Emrah [3 ,4 ]
Djedid, Ibrahim Klouche [1 ,5 ]
Tounsi, Abdelouahed [2 ,6 ,7 ]
机构
[1] Univ Tiaret, Dept Civil Engn, BP 78 Zaaroura, Tiaret 14000, Algeria
[2] Univ Djillali Liabes Sidi Bel Abbes, Fac Technol, Civil Engn Dept, Mat & Hydrol Lab, Sidi Bel Abbes, Algeria
[3] Necmettin Erbakan Univ, Dept Civil Engn, TR-42090 Konya, Turkiye
[4] Western Caspian Univ, Dept Tech Sci, Baku 1001, Azerbaijan
[5] Univ Tiaret, Lab Mat & Struct LMS, Tiaret, Algeria
[6] King Fahd Univ Petr & Minerals, Dept Civil & Environm Engn, Dhahran 31261, Eastern Provinc, Saudi Arabia
[7] Lebanese Amer Univ, Dept Civil & Environm Engn, 309 Bassil Bldg, Byblos, Lebanon
来源
STEEL AND COMPOSITE STRUCTURES | 2024年 / 53卷 / 04期
关键词
2D displacement field; flexure; free vibration; functionally graded plates; high-order shear deformation theory; SHEAR DEFORMATION-THEORY; HIGHER-ORDER SHEAR; MIXED VARIATIONAL THEOREM; LAMINATED COMPOSITE; FGM PLATES; DYNAMIC-BEHAVIOR; BENDING ANALYSIS; QUASI-3D; POROSITIES; EFFICIENT;
D O I
10.12989/scs.2024.53.4.491
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this paper, a new refined higher-order shear deformation theory "RHSDT" is presented for the flexure and free vibration analysis of functionally graded (FG) plates. The main feature of this model is that it relies on a simple and optimized 2D displacement field with only two unknown variables, even less than other shear deformation theories that involve three or more unknown variables. The current theory considers a hyperbolic non-linear shape function for satisfying exactly the zero shear stress conditions on the external plate surfaces without using a shear correction factor. The mechanical properties of FG plates are assumed to vary continuously through the thickness direction according to a power-law distribution "P-FGM" and an exponential-law distribution "E-FGM". The governing equations and boundary conditions of FG plates are derived by implementing Hamilton's principle. To verify the accuracy of the present theory, the analytical results computed for simply supported FG thick plates via the Navier-type technique are checked with those obtained by other shear deformation models and 3D elasticity solutions regarded in the literature. Additionally, the impact of significant parameters on the results of mechanical stresses and natural frequencies is discussed.
引用
收藏
页码:491 / 508
页数:18
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