A non-polynomial four variable refined plate theory for free vibration of functionally graded thick rectangular plates on elastic foundation

被引:30
|
作者
Meftah, Ali [1 ]
Bakora, Ahmed [1 ]
Zaoui, Fatima Zohra [2 ]
Tounsi, Abdelouahed [1 ,3 ,4 ]
Bedia, El Abbes Adda [1 ]
机构
[1] Univ Djillali Liabes Sidi Bel Abbes, Fac Technol, Dept Civil Engn, Mat & Hydrol Lab, Sidi Bel Abbes, Algeria
[2] Univ Abdelhamid Ibn Badis Mostaganem, Fac Sci & Technol, Lab Modelisat Numer & Expt Phenomenes Mecan, Dept Genie Mecan, Mostaganem 27000, Algeria
[3] Univ Djillali Liabes Sidi Bel Abbes, Fac Technol, Dept Genie Civil, Lab Struct & Mat Avances Genie Civil & Travaux Pu, Sidi Bel Abbes, Algeria
[4] Univ Djillali Liabes Sidi Bel Abbes, Fac Sci Exactes, Dept Phys, Lab Modelisat & Simulat Multiechelle, Sidi Bel Abbes, Algeria
来源
STEEL AND COMPOSITE STRUCTURES | 2017年 / 23卷 / 03期
关键词
vibration; functionally graded plate; elastic foundation; plate theory; SHEAR DEFORMATION-THEORY; HIGHER-ORDER SHEAR; NEUTRAL SURFACE POSITION; SANDWICH PLATES; THERMAL-STABILITY; BUCKLING ANALYSIS; RITZ METHOD; WAVE-PROPAGATION; FGM PLATES; EFFICIENT;
D O I
10.12989/scs.2017.23.3.317
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents a free vibration analysis of plates made of functionally graded materials and resting on two-layer elastic foundations by proposing a non-polynomial four variable refined plate theory. Undetermined integral terms are introduced in the proposed displacement field and unlike the conventional higher shear deformation theory (HSDT), the present one contains only four unknowns. Equations of motion are derived via the Hamilton's principles and solved using Navier's procedure. Accuracy of the present theory is demonstrated by comparing the results of numerical examples with the ones available in literature.
引用
收藏
页码:317 / 330
页数:14
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