Thermal frequency analysis of FG sandwich structure under variable temperature loading

被引:21
|
作者
Sahoo, Brundaban [1 ]
Mehar, Kulmani [2 ]
Sahoo, Bamadev [1 ]
Sharma, Nitin [3 ]
Panda, Subrata Kumar [4 ]
机构
[1] IIIT, Dept Mech Engn, Bhubaneswar 751003, Odisha, India
[2] Madanapalle Inst Technol & Sci, Dept Mech Engn, Madanapalle 517325, Andhra Pradesh, India
[3] KIIT, Sch Mech Engn, Bhubaneswar 751024, Odisha, India
[4] NIT, Dept Mech Engn, Rourkela 769008, Odisha, India
关键词
FG curved panels; HSDT; thermal vibration; FEM; MATLAB; FUNCTIONALLY GRADED PLATES; FREE-VIBRATION ANALYSIS; SHEAR DEFORMATION-THEORY; LAMINATED COMPOSITE; RECTANGULAR-PLATES; BENDING ANALYSIS; NONLINEAR-ANALYSIS; DYNAMIC-BEHAVIOR; STATIC ANALYSIS; BEAMS;
D O I
10.12989/sem.2021.77.1.057
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The thermal eigenvalue responses of the graded sandwich shell structure are evaluated numerically under the variable thermal loadings considering the temperature-dependent properties. The polynomial type rule-based sandwich panel model is derived using higher-order type kinematics considering the shear deformation in the framework of the equivalent single-layer theory. The frequency values are computed through an own home-made computer code (MATLAB environment) prepared using the finite element type higher-order formulation. The sandwich face-sheets and the metal core are discretized via isoparametric quadrilateral Lagrangian element. The model convergence is checked by solving the similar type published numerical examples in the open domain and extended for the comparison of natural frequencies to have the final confirmation of the model accuracy. Also, the influence of each variable structural parameter, i.e. the curvature ratios, core-face thickness ratios, end-support conditions, the power-law indices and sandwich types (symmetrical and unsymmetrical) on the thermal frequencies of FG sandwich curved shell panel model. The solutions are helping to bring out the necessary influence of one or more parameters on the frequencies. The effects of individual and the combined parameters as well as the temperature profiles (uniform, linear and nonlinear) are examined through several numerical examples, which affect the structural strength/stiffness values. The present study may help in designing the future graded structures which are under the influence of the variable temperature loading.
引用
收藏
页码:57 / 74
页数:18
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