Investigation on thermal buckling of porous FG plate resting on elastic foundation via quasi 3D solution

被引：20

作者：

Mekerbi, Mohamed ^{[1
,2
]}

Benyoucef, Samir ^{[2
]}

Mahmoudi, Abdelkader ^{[2
]}

Bourada, Fouad ^{[2
,3
]}

Tounsi, Abdelouahed ^{[2
,4
]}

机构：

[1] Univ Ferhat Abbas Setif 1, Deartment Civil Engn, Setif, Algeria

[2] Univ Djillali Liabes Sidi Bel Abbes, Fac Technol, Mat & Hydrol Lab, Sidi Bel Abbes, Algeria

[3] Ctr Univ Tissemsilt, Dept Sci & Technol, BP 38004, Ben Hamouda, Algeria

[4] King Fahd Univ Petr & Minerals, Dept Civil & Environm Engn, Dhahran 31261, Eastern Provinc, Saudi Arabia

来源：

STRUCTURAL ENGINEERING AND MECHANICS | 2019年 / 72卷 / 04期

关键词：

functionally graded plate; thermal buckling; quasi 3D theory; porosity; elastic foundation; simply supported plate; FUNCTIONALLY GRADED PLATES; SHEAR DEFORMATION-THEORY; FREE-VIBRATION ANALYSIS; FINITE SHELL ELEMENT; STABILITY ANALYSIS; REINFORCED PLATE; BENDING RESPONSE; EFFICIENT; MODEL; PANEL;

D O I：

10.12989/sem.2019.72.4.513

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The present article deals with thermal buckling of functionally graded plates with porosity and resting on elastic foundation. The basic formulation is based on quasi 3D theory. The present theory contains only four unknowns and also accommodates the thickness stretching effect. Porosity-dependent material coefficients of the plate are compositionally graded throughout the thickness according to a modified micromechanical model. Different patterns of porosity distributions are considered. The thermal loads are assumed to be uniform, linear and non-linear temperature rises through the thickness direction. The plate is assumed to be simply supported on all edges. Various numerical examples are given to check the accuracy and reliability of the present solution, in which both the present results and those reported in the literature are provided. In addition, several numerous new results for thick FG plates with porosity are also presented.

引用

页码：513 / 524

页数：12

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