Mechanical and thermal stability investigation of functionally graded plates resting on elastic foundations

被引:7
作者
Houari, Ali [1 ]
Benguediab, Mohamed [1 ]
Bakora, Ahmed [2 ]
Tounsi, Abdelouahed [2 ,3 ]
机构
[1] Univ Djillali Liabes Sidi Bel Abbes, Fac Technol, Dept Genie Mecan, Sidi Bel Abbes, Algeria
[2] Univ Djillali Liabes Sidi Bel Abbes, Fac Technol, Civil Engn Dept, Mat & Hydrol Lab, Sidi Bel Abbes, Algeria
[3] Univ Djillali Liabes Sidi Bel Abbes, Dept Phys, Fac Sci Exactes, Lab Modelisat & Simulat Multiechelle,Dept Phys, Sidi Bel Abbes, Algeria
关键词
functionally graded materials; mechanical-thermal buckling; plate; hyperbolic shear deformation theory; stress function; SHEAR DEFORMATION-THEORY; HIGHER-ORDER SHEAR; NEUTRAL SURFACE POSITION; FREE-VIBRATION ANALYSIS; LAMINATED COMPOSITE PLATES; THICK RECTANGULAR-PLATES; CURVED SHELL PANEL; SANDWICH PLATES; BUCKLING ANALYSIS; BOUNDARY-CONDITIONS;
D O I
10.12989/sem.2018.65.4.423
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In present work, both the hyperbolic shear deformation theory and stress function concept are used to study the mechanical and thermal stability responses of functionally graded (FG) plates resting on elastic foundation. The accuracy of the proposed formulation is checked by comparing the computed results with those predicted by classical plate theory (CPT), first order shear deformation theory (FSDT) and higher-order shear deformation theory (HSDT). Moreover, results demonstrate that the proposed formulation can achieve the same accuracy of the existing HSDTs which have more number of governing equations.
引用
收藏
页码:423 / 434
页数:12
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