Vibration response of the exponential functionally graded material plate with variable thickness resting on the orthotropic Pasternak foundation

正交异性材料 板块理论 振动 梯度材料 材料科学 边值问题 材料性能 伽辽金法 结构工程 板材弯曲 哈密顿原理 板的振动 基础(证据) 复合材料 机械 数学分析 数学 有限元法 物理 工程类 弯曲 声学 法学 政治学
作者
V. Kumar,S. J. Singh,V. H. Saran,S. P. Harsha
出处
期刊:Mechanics Based Design of Structures and Machines [Taylor & Francis]
卷期号:52 (5): 2841-2868 被引量:8
标识
DOI:10.1080/15397734.2023.2193623
摘要

The manuscript aims to perform the free and forced vibration analysis considering the porosity and orthotropic foundation effect. For the first time, the study is conducted on a variable thickness FGM plate resting on an orthotropic foundation. This study uses the first-order shear deformation plate theory (FSDT) model to present an exact solution for free and forced vibration analysis of the functionally graded material (FGM) plate with variable thickness. The FGM plate, having exponentially varied material properties in the thickness direction, was restrained on simply supported (S-S-S-S) and clamped-clamped (C-C-C-C) boundary conditions. Three different types of microstructural defects (porosity) are taken into consideration during the establishment of the mathematical modeling. In addition, the effect of the orthotropic Pasternak foundation has been incorporated during the formulation. The governing differential equation for thick to thin plates is derived using a variational approach, and further, the Galerkin method is applied to solve the equation of motion. The results have been compared and validated with the existing literature available for a rectangular plate on an elastic foundation. The parametric studies have been done to explore the detailed understanding of the E-FGM (Exponentially graded material) plate including microstructural defects. Even the benchmark results have been investigated for free and forced vibration analysis of the E-FGM plate on the orthotropic elastic foundation.

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