Damage detection of beam by natural frequencies: General theory and procedure

The frequency equation of single damaged beam has been established for arbitrary boundary conditions that is the main tool for analysis as well as identification of damaged beam by using measured natural frequencies. A procedure for damage detection problem presented in this paper consists of three...

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Main Author: Nguyen Tien Khiem
Format: Article
Language:English
Published: Publishing House for Science and Technology 2006-08-01
Series:Vietnam Journal of Mechanics
Online Access:https://vjs.ac.vn/index.php/vjmech/article/view/5572
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author Nguyen Tien Khiem
author_facet Nguyen Tien Khiem
author_sort Nguyen Tien Khiem
collection DOAJ
description The frequency equation of single damaged beam has been established for arbitrary boundary conditions that is the main tool for analysis as well as identification of damaged beam by using measured natural frequencies. A procedure for damage detection problem presented in this paper consists of three steps. First, the modelling error is reduced by a model updating procedure, in which the material, geometrical parameters and boundary conditions are updated. Then, measurement data are corrected based on the updated model. Finally, the damage parameters are identified using updated model and corrected measurement data. Theoretical investigation is illustrated by an example.
format Article
id doaj-art-802be8dfac3a4843a1884c5436dee511
institution OA Journals
issn 0866-7136
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publishDate 2006-08-01
publisher Publishing House for Science and Technology
record_format Article
series Vietnam Journal of Mechanics
spelling doaj-art-802be8dfac3a4843a1884c5436dee5112025-08-20T02:11:15ZengPublishing House for Science and TechnologyVietnam Journal of Mechanics0866-71362815-58822006-08-0128210.15625/0866-7136/28/2/5572Damage detection of beam by natural frequencies: General theory and procedureNguyen Tien Khiem0Institute of Mechanics, VASTThe frequency equation of single damaged beam has been established for arbitrary boundary conditions that is the main tool for analysis as well as identification of damaged beam by using measured natural frequencies. A procedure for damage detection problem presented in this paper consists of three steps. First, the modelling error is reduced by a model updating procedure, in which the material, geometrical parameters and boundary conditions are updated. Then, measurement data are corrected based on the updated model. Finally, the damage parameters are identified using updated model and corrected measurement data. Theoretical investigation is illustrated by an example.https://vjs.ac.vn/index.php/vjmech/article/view/5572
spellingShingle Nguyen Tien Khiem
Damage detection of beam by natural frequencies: General theory and procedure
Vietnam Journal of Mechanics
title Damage detection of beam by natural frequencies: General theory and procedure
title_full Damage detection of beam by natural frequencies: General theory and procedure
title_fullStr Damage detection of beam by natural frequencies: General theory and procedure
title_full_unstemmed Damage detection of beam by natural frequencies: General theory and procedure
title_short Damage detection of beam by natural frequencies: General theory and procedure
title_sort damage detection of beam by natural frequencies general theory and procedure
url https://vjs.ac.vn/index.php/vjmech/article/view/5572
work_keys_str_mv AT nguyentienkhiem damagedetectionofbeambynaturalfrequenciesgeneraltheoryandprocedure