Porosity-dependent mechanical behaviors of FG plate using refined trigonometric shear deformation theory

被引:134
作者
Bekkaye, Tahar Hacen Lamine [1 ]
Fahsi, Bouazza [2 ]
Bousahla, Abdelmoumen Anis [2 ]
Bourada, Fouad [1 ,3 ]
Tounsi, Abdeldjebbar [1 ]
Benrahou, Kouider Halim [1 ]
Tounsi, Abdelouahed [1 ,4 ,5 ]
Al-Zahrani, Mesfer Mohammad [5 ]
机构
[1] Univ Djillali Liabes Sidi Bel Abbes, Fac Technol, Civil Engn Dept, Mat & Hydrol Lab, Sidi Bel Abbes, Algeria
[2] Univ Djillali Liabes Sidi Bel Abbes, Lab Modelisat & Simulat Multiechelle, Sidi Bel Abbes, Algeria
[3] Ctr Univ Tissemsilt, Dept Sci & Technol, BP 38004, Ben Hamouda, Algeria
[4] Yonsei Univ, YFL Yonsei Frontier Lab, Seoul, South Korea
[5] King Fahd Univ Petr & Minerals, Dept Civil & Environm Engn, Dhahran 31261, Eastern Provinc, Saudi Arabia
关键词
static analysis; geometric imperfection; FG-plate; Navier solutions; FUNCTIONALLY GRADED PLATES; FREE-VIBRATION ANALYSIS; REINFORCED COMPOSITE PLATE; CERAMIC-METAL LAYERS; CURVED SHELL PANEL; BUCKLING ANALYSIS; BENDING ANALYSIS; SANDWICH PLATES; POSTBUCKLING BEHAVIOR; FREQUENCY-ANALYSIS;
D O I
10.12989/cac.2020.26.5.439
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
In this research, bending and buckling analyses of porous functionally graded (FG) plate under mechanical load are presented. The properties of the FG plate vary gradually across the thickness according to power-law and exponential functions. The material imperfection is considered to vary depending to a logarithmic function. The plate is modeled by a refined trigonometric shear deformation theory where the use of the shear correction factor is unnecessary. The governing equations of the FG plate are derived via virtual work principle and resolved via Navier solutions. The accuracy of the present model is checked by comparing the obtained results with those found in the literature. The various effects influencing the stresses, displacements and critical buckling loads of the plate are also examined and discussed in detail.
引用
收藏
页码:439 / 450
页数:12
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