Implementing fuzzy-based artificial intelligence approach for location of damage in structures

Modal parameters are functions of the physical characteristics of a structure and they are very sensitive to damage. Therefore, any alterations in the physical features can change the vibration parameters of a structure. Modal data such as natural frequencies and mode shapes are easy to acq...

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Main Authors: Hakim, S. J. S., Ibrahim, M. H. W., Mohammadhassani, M., Yeoh, D., M. Jaini, Z., T. Chik, T.N.
Format: Article
Language:en
Published: Horizon Research Publishing Corporation 2022
Subjects:
Online Access:http://eprints.uthm.edu.my/7569/1/J14335_00d3ff4db49b7731feefe285912ac5be.pdf
http://eprints.uthm.edu.my/7569/
https://doi.org/10.13189/cea.2022.100426
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author Hakim, S. J. S.
Ibrahim, M. H. W.
Mohammadhassani, M.
Yeoh, D.
M. Jaini, Z.
T. Chik, T.N.
author_facet Hakim, S. J. S.
Ibrahim, M. H. W.
Mohammadhassani, M.
Yeoh, D.
M. Jaini, Z.
T. Chik, T.N.
author_sort Hakim, S. J. S.
building UTHM Library
collection Institutional Repository
content_provider Universiti Tun Hussein Onn Malaysia
content_source UTHM Institutional Repository
continent Asia
country Malaysia
description Modal parameters are functions of the physical characteristics of a structure and they are very sensitive to damage. Therefore, any alterations in the physical features can change the vibration parameters of a structure. Modal data such as natural frequencies and mode shapes are easy to acquire from the measurements of structural behavior. One method of structural damage identification is to apply natural frequency. Natural frequencies represent the global behaviors of a structure and are not too sensitive when detecting the damage in structures and cannot offer spatial information about structural changes, and thus, their application is considered as challenging. On the other hand, a mode shape is a vibrational deformation of a system and it represents the relative displacement of all parts of a structure and can provide spatial information as well as give a significant indication of the damage occurring in a structure. In this present research, an intelligent hybrid approach, namely adaptive neuro-fuzzy inference system (ANFIS), as a fuzzy-based artificial intelligence approach was developed and applied due to its ability to recognize patterns, strong computational features, and capability of locating defects in a scaled girder bridge using direct modal parameters. The experimental analysis and numerical simulations of a steel girder bridge provided mode shape parameter datasets under different positions and sizes of faults in the structure. The results demonstrated the effectiveness of this method and provided acceptable precision even when the input datasets contained errors or were corrupted with a certain level of noise.
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spelling my.uthm.eprints-75692022-08-29T07:32:52Z http://eprints.uthm.edu.my/7569/ Implementing fuzzy-based artificial intelligence approach for location of damage in structures Hakim, S. J. S. Ibrahim, M. H. W. Mohammadhassani, M. Yeoh, D. M. Jaini, Z. T. Chik, T.N. T Technology (General) Modal parameters are functions of the physical characteristics of a structure and they are very sensitive to damage. Therefore, any alterations in the physical features can change the vibration parameters of a structure. Modal data such as natural frequencies and mode shapes are easy to acquire from the measurements of structural behavior. One method of structural damage identification is to apply natural frequency. Natural frequencies represent the global behaviors of a structure and are not too sensitive when detecting the damage in structures and cannot offer spatial information about structural changes, and thus, their application is considered as challenging. On the other hand, a mode shape is a vibrational deformation of a system and it represents the relative displacement of all parts of a structure and can provide spatial information as well as give a significant indication of the damage occurring in a structure. In this present research, an intelligent hybrid approach, namely adaptive neuro-fuzzy inference system (ANFIS), as a fuzzy-based artificial intelligence approach was developed and applied due to its ability to recognize patterns, strong computational features, and capability of locating defects in a scaled girder bridge using direct modal parameters. The experimental analysis and numerical simulations of a steel girder bridge provided mode shape parameter datasets under different positions and sizes of faults in the structure. The results demonstrated the effectiveness of this method and provided acceptable precision even when the input datasets contained errors or were corrupted with a certain level of noise. Horizon Research Publishing Corporation 2022 Article PeerReviewed text en http://eprints.uthm.edu.my/7569/1/J14335_00d3ff4db49b7731feefe285912ac5be.pdf Hakim, S. J. S. and Ibrahim, M. H. W. and Mohammadhassani, M. and Yeoh, D. and M. Jaini, Z. and T. Chik, T.N. (2022) Implementing fuzzy-based artificial intelligence approach for location of damage in structures. Civil Engineering and Architecture, 10 (4). pp. 1564-1573. ISSN 2332-1121 https://doi.org/10.13189/cea.2022.100426
spellingShingle T Technology (General)
Hakim, S. J. S.
Ibrahim, M. H. W.
Mohammadhassani, M.
Yeoh, D.
M. Jaini, Z.
T. Chik, T.N.
Implementing fuzzy-based artificial intelligence approach for location of damage in structures
title Implementing fuzzy-based artificial intelligence approach for location of damage in structures
title_full Implementing fuzzy-based artificial intelligence approach for location of damage in structures
title_fullStr Implementing fuzzy-based artificial intelligence approach for location of damage in structures
title_full_unstemmed Implementing fuzzy-based artificial intelligence approach for location of damage in structures
title_short Implementing fuzzy-based artificial intelligence approach for location of damage in structures
title_sort implementing fuzzy-based artificial intelligence approach for location of damage in structures
topic T Technology (General)
url http://eprints.uthm.edu.my/7569/1/J14335_00d3ff4db49b7731feefe285912ac5be.pdf
http://eprints.uthm.edu.my/7569/
https://doi.org/10.13189/cea.2022.100426
url_provider http://eprints.uthm.edu.my/