Debbonding damage detection in concrete filled tube columns by experimental modal data

CFT column significantly used in tall building and bridges due to high load bearing capacity. Considering the importance and position of these types of columns in structural engineering science and because they are used in specific structures partial damage may result in larger and unrecoverable dam...

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Autores principales: Omid Rezayfar, Adel Younesi, Madjid Gholhaki, Akbar Esfandiari
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Lenguaje:FA
Publicado: Iranian Society of Structrual Engineering (ISSE) 2019
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Acceso en línea:https://doaj.org/article/d2b213bfb3b24409a048b1160a51e437
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spelling oai:doaj.org-article:d2b213bfb3b24409a048b1160a51e4372021-11-08T15:52:56ZDebbonding damage detection in concrete filled tube columns by experimental modal data2476-39772538-261610.22065/jsce.2018.117020.1444https://doaj.org/article/d2b213bfb3b24409a048b1160a51e4372019-12-01T00:00:00Zhttps://www.jsce.ir/article_65311_e28c9716a88de9ebdc30e24681838ba1.pdfhttps://doaj.org/toc/2476-3977https://doaj.org/toc/2538-2616CFT column significantly used in tall building and bridges due to high load bearing capacity. Considering the importance and position of these types of columns in structural engineering science and because they are used in specific structures partial damage may result in larger and unrecoverable damage before detection. Accordingly, the basis for the identification of damage in this structural element is more of a researcher's attention. One of the possible damages in these columns is the separation of the steel wall from the concrete core. In this study, the detachment damage was simulated by a thin layer of polystyrene of 6 x 40 cm in one of the columns between the concrete core and the steel wall and modal data of columns have been determined and analyzed. Comparison of frequency, shape of modes, and MAC and COMAC data of healthy and damaged specimen show which occurred in the structure of the damage. In addition, wavelet transform has been used to identify the location of damage. The results of the analysis show that sudden jump occurred in 0.2m and 0.6m in any of the main structures. Which, in the wavelet transform method, indicates discontinuity in the form of the structure's modulus, In this way, the location of the damage is identified with the least possible error.Omid RezayfarAdel YounesiMadjid GholhakiAkbar EsfandiariIranian Society of Structrual Engineering (ISSE)articlecft columndamage detectiondebbonding damagewavelet transformmodal dataBridge engineeringTG1-470Building constructionTH1-9745FAJournal of Structural and Construction Engineering, Vol 6, Iss شماره ویژه 4, Pp 93-106 (2019)
institution DOAJ
collection DOAJ
language FA
topic cft column
damage detection
debbonding damage
wavelet transform
modal data
Bridge engineering
TG1-470
Building construction
TH1-9745
spellingShingle cft column
damage detection
debbonding damage
wavelet transform
modal data
Bridge engineering
TG1-470
Building construction
TH1-9745
Omid Rezayfar
Adel Younesi
Madjid Gholhaki
Akbar Esfandiari
Debbonding damage detection in concrete filled tube columns by experimental modal data
description CFT column significantly used in tall building and bridges due to high load bearing capacity. Considering the importance and position of these types of columns in structural engineering science and because they are used in specific structures partial damage may result in larger and unrecoverable damage before detection. Accordingly, the basis for the identification of damage in this structural element is more of a researcher's attention. One of the possible damages in these columns is the separation of the steel wall from the concrete core. In this study, the detachment damage was simulated by a thin layer of polystyrene of 6 x 40 cm in one of the columns between the concrete core and the steel wall and modal data of columns have been determined and analyzed. Comparison of frequency, shape of modes, and MAC and COMAC data of healthy and damaged specimen show which occurred in the structure of the damage. In addition, wavelet transform has been used to identify the location of damage. The results of the analysis show that sudden jump occurred in 0.2m and 0.6m in any of the main structures. Which, in the wavelet transform method, indicates discontinuity in the form of the structure's modulus, In this way, the location of the damage is identified with the least possible error.
format article
author Omid Rezayfar
Adel Younesi
Madjid Gholhaki
Akbar Esfandiari
author_facet Omid Rezayfar
Adel Younesi
Madjid Gholhaki
Akbar Esfandiari
author_sort Omid Rezayfar
title Debbonding damage detection in concrete filled tube columns by experimental modal data
title_short Debbonding damage detection in concrete filled tube columns by experimental modal data
title_full Debbonding damage detection in concrete filled tube columns by experimental modal data
title_fullStr Debbonding damage detection in concrete filled tube columns by experimental modal data
title_full_unstemmed Debbonding damage detection in concrete filled tube columns by experimental modal data
title_sort debbonding damage detection in concrete filled tube columns by experimental modal data
publisher Iranian Society of Structrual Engineering (ISSE)
publishDate 2019
url https://doaj.org/article/d2b213bfb3b24409a048b1160a51e437
work_keys_str_mv AT omidrezayfar debbondingdamagedetectioninconcretefilledtubecolumnsbyexperimentalmodaldata
AT adelyounesi debbondingdamagedetectioninconcretefilledtubecolumnsbyexperimentalmodaldata
AT madjidgholhaki debbondingdamagedetectioninconcretefilledtubecolumnsbyexperimentalmodaldata
AT akbaresfandiari debbondingdamagedetectioninconcretefilledtubecolumnsbyexperimentalmodaldata
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