Damage detection in structural components using free vibration analysis

被引:0
作者
Rajashekharam, B. [1 ]
Alapati, Mallika [2 ]
Reddy, Dasari Sai Sharath [3 ]
机构
[1] JNTU Hyderabad, Civil Engn Dept, VNR VJIET, Hyderabad 500090, Telangana, India
[2] VNR VJIET, Civil Engn Dept, Hyderabad 500090, Telangana, India
[3] VNR VJIET, Civil Engn Dept, Hyderabad 500090, Telangana, India
关键词
Free vibration analysis; Damage detection; Natural frequency; Mode shapes; BEAM;
D O I
10.1016/j.matpr.2022.01.003
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The primary aim of vibration analysis in Structural Engineering is to detect damages within a structural component so that the damage quantification can be done in order to repair it to increase its serviceability. Dynamic characteristics of a damaged and healthy component differ because of change in stiffness/ mass and hence can be used for the detection of damage. In the present paper, the Eigenvalues/ Eigenvectors of a uniform cantilever healthy beam are determined analytically using Euler-Bernoulli's approach and by the general finite element method approach (ANSYS (TM)). Free Vibration analysis is carried out by inducing the damage in the form of stiffness reduction & modal characteristics are extracted. The damage quantification is done by comparing Eigen values and Eigen vectors from the modal analysis.Copyright (c) 2022 Elsevier Ltd. All rights reserved.Selection and peer-review under responsibility of the scientific committee of the International Conference on Design, Manufacturing and Materials Engineering.
引用
收藏
页码:1844 / 1849
页数:6
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