Thermal frequency analysis of FG sandwich structure under variable temperature loading

IF 2.2 4区 工程技术 Q2 ENGINEERING, CIVIL Structural Engineering and Mechanics Pub Date : 2021-01-01 DOI:10.12989/SEM.2021.77.1.057
Brundaban Sahoo, K. Mehar, Bamadev Sahoo, N. Sharma, S. Panda
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引用次数: 11

Abstract

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.
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变温载荷下FG夹层结构的热频率分析
考虑温度相关特性,对变热载荷作用下梯度夹层壳结构的热特征值响应进行了数值计算。在等效单层理论的框架下,考虑剪切变形,利用高阶运动学推导出基于多项式型规则的夹层板模型。频率值是通过自己编写的计算机代码(MATLAB环境)计算的,采用有限元型高阶公式。采用等参四边形拉格朗日元对夹层面板和金属芯进行离散。通过在开放域上求解相似类型的已发表数值算例来检验模型的收敛性,并扩展为固有频率的比较,从而最终确认模型的准确性。研究了曲率比、芯面厚度比、端支条件、幂律指数和夹层类型(对称和非对称)对FG夹层弯壳板模型热频率的影响。这些解决方案有助于找出一个或多个参数对频率的必要影响。通过几个数值算例分析了单个参数和组合参数以及温度分布(均匀、线性和非线性)对结构强度/刚度值的影响。本文的研究对今后变温荷载作用下的梯度结构设计具有一定的指导意义。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Structural Engineering and Mechanics
Structural Engineering and Mechanics 工程技术-工程:机械
CiteScore
3.80
自引率
18.20%
发文量
0
审稿时长
11 months
期刊介绍: The STRUCTURAL ENGINEERING AND MECHANICS, An International Journal, aims at: providing a major publication channel for structural engineering, wider distribution at more affordable subscription rates; faster reviewing and publication for manuscripts submitted; and a broad scope for wider participation. The main subject of the Journal is structural engineering concerned with aspects of mechanics. Areas covered by the Journal include: - Structural Mechanics - Design of Civil, Building and Mechanical Structures - Structural Optimization and Controls - Structural Safety and Reliability - New Structural Materials and Applications - Effects of Wind, Earthquake and Wave Loadings on Structures - Fluid-Structure and Soil-Structure Interactions - AI Application and Expert Systems in Structural Engineering. Submission of papers from practicing engineers is particularly encouraged.
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