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摘要:
In the realization of mechanical structures, achieving stability and balance is a problem commonly encountered by engineers in the field of civil engineering, mechanics, aeronautics, biomechanics and many others. The study of plate behavior is a very sensitive subject because it is part of the structural elements. The study of the dynamic behavior of free vibration structures is done by modal analysis in order to calculate natural frequencies and modal deformations. In this paper, we present the modal analysis of a thin rectangular plate simply supported. The analytical solution of the differential equation is obtained by applying the method of separating the variables. We are talking about the exact solution of the problem to the limit values. However, numerical methods such as the finite element method allow us to approximate these functions with greater accuracy. It is one of the most powerful computational methods for predicting dynamic response in a complex structure subject to arbitrary boundary conditions. The results obtained by MEF through Ansys 15.0 are then compared with those obtained by the analytical method.
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篇名 Analysis of the Behavior of a Square Plate in Free Vibration by FEM in Ansys
来源期刊 力学国际期刊(英文) 学科 工学
关键词 Free VIBRATION VIBRATION Modes MODAL ANALYSIS Natural Frequencies MODAL Deformations Thin Rectangular PLATE Finite Element Method (FEM)
年,卷(期) 2020,(2) 所属期刊栏目
研究方向 页码范围 11-25
页数 15页 分类号 TS1
字数 语种
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节点文献
Free
VIBRATION
VIBRATION
Modes
MODAL
ANALYSIS
Natural
Frequencies
MODAL
Deformations
Thin
Rectangular
PLATE
Finite
Element
Method
(FEM)
研究起点
研究来源
研究分支
研究去脉
引文网络交叉学科
相关学者/机构
期刊影响力
力学国际期刊(英文)
月刊
2160-049X
武汉市江夏区汤逊湖北路38号光谷总部空间
出版文献量(篇)
280
总下载数(次)
0
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