Damage detection of 2D frame structures using incomplete measurements by optimization procedure and model reduction

The article presents an effective method for damage assessment of 2D frame structures using incomplete modal data by optimization procedure and model reduction technique. In this proposed method, the structural damage detection problem is defined as an optimization problem, in which a hybrid objecti...

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Main Authors: Du Dinh-Cong, Sang Pham-Duy, Trung Nguyen-Thoi
Format: Article
Language:English
Published: Ton Duc Thang University 2018-09-01
Series:Journal of Advanced Engineering and Computation
Online Access:http://jaec.vn/index.php/JAEC/article/view/203
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spelling doaj-fcf9fde8e1814b5a9c8ee1b20e3ec17d2020-11-25T02:11:17ZengTon Duc Thang UniversityJournal of Advanced Engineering and Computation1859-22442588-123X2018-09-012316417310.25073/jaec.201823.20372Damage detection of 2D frame structures using incomplete measurements by optimization procedure and model reductionDu Dinh-Cong0Sang Pham-DuyTrung Nguyen-ThoiInstitute for Computational Science, Ton Duc Thang UniversityThe article presents an effective method for damage assessment of 2D frame structures using incomplete modal data by optimization procedure and model reduction technique. In this proposed method, the structural damage detection problem is defined as an optimization problem, in which a hybrid objective function and the damage severity of all elements are considered as the objective function and the continuous design variables, respectively. The teaching-learning-based optimization (TLBO) algorithm is applied as a powerful optimization tool to solve the problem. In addition, owing to the use of incomplete measurements, an improved reduction system (IRS) technique is adopted to reduce the mass and stiffness matrices of structural finite element model. The efficiency and robustness of the proposed method are validated with a 4-storey (3 bay) steel plane frame involving several damage scenarios without and with measurement noise. The obtained results clearly demonstrate that even the incompleteness and noisy environment of measured modal data, the present method can work properly in locating and estimating damage of the frame structure by utilizing only the first five incomplete modes' data. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.http://jaec.vn/index.php/JAEC/article/view/203
collection DOAJ
language English
format Article
sources DOAJ
author Du Dinh-Cong
Sang Pham-Duy
Trung Nguyen-Thoi
spellingShingle Du Dinh-Cong
Sang Pham-Duy
Trung Nguyen-Thoi
Damage detection of 2D frame structures using incomplete measurements by optimization procedure and model reduction
Journal of Advanced Engineering and Computation
author_facet Du Dinh-Cong
Sang Pham-Duy
Trung Nguyen-Thoi
author_sort Du Dinh-Cong
title Damage detection of 2D frame structures using incomplete measurements by optimization procedure and model reduction
title_short Damage detection of 2D frame structures using incomplete measurements by optimization procedure and model reduction
title_full Damage detection of 2D frame structures using incomplete measurements by optimization procedure and model reduction
title_fullStr Damage detection of 2D frame structures using incomplete measurements by optimization procedure and model reduction
title_full_unstemmed Damage detection of 2D frame structures using incomplete measurements by optimization procedure and model reduction
title_sort damage detection of 2d frame structures using incomplete measurements by optimization procedure and model reduction
publisher Ton Duc Thang University
series Journal of Advanced Engineering and Computation
issn 1859-2244
2588-123X
publishDate 2018-09-01
description The article presents an effective method for damage assessment of 2D frame structures using incomplete modal data by optimization procedure and model reduction technique. In this proposed method, the structural damage detection problem is defined as an optimization problem, in which a hybrid objective function and the damage severity of all elements are considered as the objective function and the continuous design variables, respectively. The teaching-learning-based optimization (TLBO) algorithm is applied as a powerful optimization tool to solve the problem. In addition, owing to the use of incomplete measurements, an improved reduction system (IRS) technique is adopted to reduce the mass and stiffness matrices of structural finite element model. The efficiency and robustness of the proposed method are validated with a 4-storey (3 bay) steel plane frame involving several damage scenarios without and with measurement noise. The obtained results clearly demonstrate that even the incompleteness and noisy environment of measured modal data, the present method can work properly in locating and estimating damage of the frame structure by utilizing only the first five incomplete modes' data. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
url http://jaec.vn/index.php/JAEC/article/view/203
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