Fault diagnosis on beam-like structures from modal parameters using artificial neural networks

被引:85
作者
Hakim, S. J. S. [1 ]
Razak, H. Abdul [1 ]
Ravanfar, S. A. [1 ]
机构
[1] Univ Malaya, Dept Civil Engn, StrucHMRS Grp, Kuala Lumpur, Malaysia
关键词
Artificial neural networks (ANNs); Ensemble neural network; Modal analysis; Finite element analysis; Damage identification; Modal parameters; DAMAGE DETECTION; IDENTIFICATION; SYSTEM;
D O I
10.1016/j.measurement.2015.08.021
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Currently, visual inspection is performed in order to evaluate damage in structures. This approach is affected by the constraints of time and the availability of qualified personnel. Thus, new approaches to damage identification that provide faster and more accurate results are pursued. A promising approach to damage evaluation and detection utilizes artificial neural networks (ANNs) in solving these two problems. ANNs are a powerful artificial intelligence (AI) technique that have received wide acceptance in predicting the extent and location of damage in structures. In this study, the fundamental strategy for developing ANNs to predict the severity and location of double-point damage cases from the measured data of the dynamic behavior of the structure in I-beam structures is considered. ANNs are trained using vibration data consisting of natural frequencies and mode shapes obtained from experimental modal analysis and finite element simulations of intact and damaged I-beam structures. By using ANNs, some significant problems of conventional damage identification approaches can be overcome and damage detection accuracy can be improved. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:45 / 61
页数:17
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