Damage identification in RC bridges by confronting two approaches: visual inspection and numerical analysis

The present article aims to summarize the research study that was conducted the efficiency of methods and techniques designed for the detection and localization of faults in civil engineering structures, particularly in bridge structures. The diagnosis of a real reinforced concrete bridge by a visua...

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Main Authors: Ayad Mohammed, Boumechra Nadir, Hamdaoui Karim
Format: Article
Language:English
Published: Gruppo Italiano Frattura 2023-04-01
Series:Fracture and Structural Integrity
Subjects:
Online Access:https://www.fracturae.com/index.php/fis/article/view/3680/3780
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author Ayad Mohammed
Boumechra Nadir
Hamdaoui Karim
author_facet Ayad Mohammed
Boumechra Nadir
Hamdaoui Karim
author_sort Ayad Mohammed
collection DOAJ
description The present article aims to summarize the research study that was conducted the efficiency of methods and techniques designed for the detection and localization of faults in civil engineering structures, particularly in bridge structures. The diagnosis of a real reinforced concrete bridge by a visual inspection is presented. Then, three numerical damage detection and localization methods, namely the eigenfrequency change method, the eigenstrain change method (Coordinate Modal Assurance Criterion � CO-MAC), and the strain energy change method, are explicitly presented. Furthermore, the modeling of the bridge, before and after damage, using the Ansys software was carried out in order to identify all possible bridge defects. Afterward, the numerical results are graphically represented using the above mentioned methods. This made it possible to confirm the initial diagnosis and hence assess the damages observed on site and also in other zones.
format Article
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institution Kabale University
issn 1971-8993
language English
publishDate 2023-04-01
publisher Gruppo Italiano Frattura
record_format Article
series Fracture and Structural Integrity
spelling doaj-art-63f802594ad040ef94c4cf43b51d3c1b2025-02-03T00:38:47ZengGruppo Italiano FratturaFracture and Structural Integrity1971-89932023-04-011764779210.3221/IGF-ESIS.64.0510.3221/IGF-ESIS.64.05Damage identification in RC bridges by confronting two approaches: visual inspection and numerical analysisAyad MohammedBoumechra NadirHamdaoui KarimThe present article aims to summarize the research study that was conducted the efficiency of methods and techniques designed for the detection and localization of faults in civil engineering structures, particularly in bridge structures. The diagnosis of a real reinforced concrete bridge by a visual inspection is presented. Then, three numerical damage detection and localization methods, namely the eigenfrequency change method, the eigenstrain change method (Coordinate Modal Assurance Criterion � CO-MAC), and the strain energy change method, are explicitly presented. Furthermore, the modeling of the bridge, before and after damage, using the Ansys software was carried out in order to identify all possible bridge defects. Afterward, the numerical results are graphically represented using the above mentioned methods. This made it possible to confirm the initial diagnosis and hence assess the damages observed on site and also in other zones.https://www.fracturae.com/index.php/fis/article/view/3680/3780ridgedamageinspectioneigenfrequencieseigenstrainscoordinate modal assurance criterion
spellingShingle Ayad Mohammed
Boumechra Nadir
Hamdaoui Karim
Damage identification in RC bridges by confronting two approaches: visual inspection and numerical analysis
Fracture and Structural Integrity
ridge
damage
inspection
eigenfrequencies
eigenstrains
coordinate modal assurance criterion
title Damage identification in RC bridges by confronting two approaches: visual inspection and numerical analysis
title_full Damage identification in RC bridges by confronting two approaches: visual inspection and numerical analysis
title_fullStr Damage identification in RC bridges by confronting two approaches: visual inspection and numerical analysis
title_full_unstemmed Damage identification in RC bridges by confronting two approaches: visual inspection and numerical analysis
title_short Damage identification in RC bridges by confronting two approaches: visual inspection and numerical analysis
title_sort damage identification in rc bridges by confronting two approaches visual inspection and numerical analysis
topic ridge
damage
inspection
eigenfrequencies
eigenstrains
coordinate modal assurance criterion
url https://www.fracturae.com/index.php/fis/article/view/3680/3780
work_keys_str_mv AT ayadmohammed damageidentificationinrcbridgesbyconfrontingtwoapproachesvisualinspectionandnumericalanalysis
AT boumechranadir damageidentificationinrcbridgesbyconfrontingtwoapproachesvisualinspectionandnumericalanalysis
AT hamdaouikarim damageidentificationinrcbridgesbyconfrontingtwoapproachesvisualinspectionandnumericalanalysis