Identification of structural damage in flexible structures using system norm and neural networks

Detalhes bibliográficos
Autor(a) principal: Cordeiro, Leandro [UNESP]
Data de Publicação: 2006
Outros Autores: Bueno, Douglas Domingues [UNESP], Marqui, Clayton Rodrigo [UNESP], Lopes Jr., Vicente [UNESP]
Tipo de documento: Artigo de conferência
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: https://www.sem.org/Proceedings/ConferencePapers-Paper.cfm?ConfPapersPaperID=21645
http://hdl.handle.net/11449/69404
Resumo: Nowadays there is great interest in damage identification using non destructive tests. Predictive maintenance is one of the most important techniques that are based on analysis of vibrations and it consists basically of monitoring the condition of structures or machines. A complete procedure should be able to detect the damage, to foresee the probable time of occurrence and to diagnosis the type of fault in order to plan the maintenance operation in a convenient form and occasion. In practical problems, it is frequent the necessity of getting the solution of non linear equations. These processes have been studied for a long time due to its great utility. Among the methods, there are different approaches, as for instance numerical methods (classic), intelligent methods (artificial neural networks), evolutions methods (genetic algorithms), and others. The characterization of damages, for better agreement, can be classified by levels. A new one uses seven levels of classification: detect the existence of the damage; detect and locate the damage; detect, locate and quantify the damages; predict the equipment's working life; auto-diagnoses; control for auto structural repair; and system of simultaneous control and monitoring. The neural networks are computational models or systems for information processing that, in a general way, can be thought as a device black box that accepts an input and produces an output. Artificial neural nets (ANN) are based on the biological neural nets and possess habilities for identification of functions and classification of standards. In this paper a methodology for structural damages location is presented. This procedure can be divided on two phases. The first one uses norms of systems to localize the damage positions. The second one uses ANN to quantify the severity of the damage. The paper concludes with a numerical application in a beam like structure with five cases of structural damages with different levels of severities. The results show the applicability of the presented methodology. A great advantage is the possibility of to apply this approach for identification of simultaneous damages.
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spelling Identification of structural damage in flexible structures using system norm and neural networksDamage detectionDamage quantificationNeural netsSystem normsArtificial neural netBeam-like structuresBlack boxesComputational modelDamage IdentificationDamage positionIntelligent methodMaintenance operationsNon-destructive testNumerical applicationsPractical problemsPredictive maintenanceSeven-levelSimultaneous controlStructural damagesStructural repairsWorking lifeData processingExhibitionsFlexible structuresIdentification (control systems)MaintenanceNeural networksNondestructive examinationStructural analysisStructural dynamicsNowadays there is great interest in damage identification using non destructive tests. Predictive maintenance is one of the most important techniques that are based on analysis of vibrations and it consists basically of monitoring the condition of structures or machines. A complete procedure should be able to detect the damage, to foresee the probable time of occurrence and to diagnosis the type of fault in order to plan the maintenance operation in a convenient form and occasion. In practical problems, it is frequent the necessity of getting the solution of non linear equations. These processes have been studied for a long time due to its great utility. Among the methods, there are different approaches, as for instance numerical methods (classic), intelligent methods (artificial neural networks), evolutions methods (genetic algorithms), and others. The characterization of damages, for better agreement, can be classified by levels. A new one uses seven levels of classification: detect the existence of the damage; detect and locate the damage; detect, locate and quantify the damages; predict the equipment's working life; auto-diagnoses; control for auto structural repair; and system of simultaneous control and monitoring. The neural networks are computational models or systems for information processing that, in a general way, can be thought as a device black box that accepts an input and produces an output. Artificial neural nets (ANN) are based on the biological neural nets and possess habilities for identification of functions and classification of standards. In this paper a methodology for structural damages location is presented. This procedure can be divided on two phases. The first one uses norms of systems to localize the damage positions. The second one uses ANN to quantify the severity of the damage. The paper concludes with a numerical application in a beam like structure with five cases of structural damages with different levels of severities. The results show the applicability of the presented methodology. A great advantage is the possibility of to apply this approach for identification of simultaneous damages.Department of Mechanical Engineering Universidade Estadual Paulista (UNESP), Av. Brasil, No 56, Centro, Ilha Solteira, SP, 15385000Department of Mechanical Engineering Universidade Estadual Paulista (UNESP), Av. Brasil, No 56, Centro, Ilha Solteira, SP, 15385000Universidade Estadual Paulista (Unesp)Cordeiro, Leandro [UNESP]Bueno, Douglas Domingues [UNESP]Marqui, Clayton Rodrigo [UNESP]Lopes Jr., Vicente [UNESP]2014-05-27T11:22:20Z2014-05-27T11:22:20Z2006-12-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/conferenceObjecthttps://www.sem.org/Proceedings/ConferencePapers-Paper.cfm?ConfPapersPaperID=21645Conference Proceedings of the Society for Experimental Mechanics Series.2191-56442191-5652http://hdl.handle.net/11449/694042-s2.0-84861535369Scopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengConference Proceedings of the Society for Experimental Mechanics Series0,232info:eu-repo/semantics/openAccess2024-07-04T20:06:35Zoai:repositorio.unesp.br:11449/69404Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T16:23:04.291741Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Identification of structural damage in flexible structures using system norm and neural networks
title Identification of structural damage in flexible structures using system norm and neural networks
spellingShingle Identification of structural damage in flexible structures using system norm and neural networks
Cordeiro, Leandro [UNESP]
Damage detection
Damage quantification
Neural nets
System norms
Artificial neural net
Beam-like structures
Black boxes
Computational model
Damage Identification
Damage position
Intelligent method
Maintenance operations
Non-destructive test
Numerical applications
Practical problems
Predictive maintenance
Seven-level
Simultaneous control
Structural damages
Structural repairs
Working life
Data processing
Exhibitions
Flexible structures
Identification (control systems)
Maintenance
Neural networks
Nondestructive examination
Structural analysis
Structural dynamics
title_short Identification of structural damage in flexible structures using system norm and neural networks
title_full Identification of structural damage in flexible structures using system norm and neural networks
title_fullStr Identification of structural damage in flexible structures using system norm and neural networks
title_full_unstemmed Identification of structural damage in flexible structures using system norm and neural networks
title_sort Identification of structural damage in flexible structures using system norm and neural networks
author Cordeiro, Leandro [UNESP]
author_facet Cordeiro, Leandro [UNESP]
Bueno, Douglas Domingues [UNESP]
Marqui, Clayton Rodrigo [UNESP]
Lopes Jr., Vicente [UNESP]
author_role author
author2 Bueno, Douglas Domingues [UNESP]
Marqui, Clayton Rodrigo [UNESP]
Lopes Jr., Vicente [UNESP]
author2_role author
author
author
dc.contributor.none.fl_str_mv Universidade Estadual Paulista (Unesp)
dc.contributor.author.fl_str_mv Cordeiro, Leandro [UNESP]
Bueno, Douglas Domingues [UNESP]
Marqui, Clayton Rodrigo [UNESP]
Lopes Jr., Vicente [UNESP]
dc.subject.por.fl_str_mv Damage detection
Damage quantification
Neural nets
System norms
Artificial neural net
Beam-like structures
Black boxes
Computational model
Damage Identification
Damage position
Intelligent method
Maintenance operations
Non-destructive test
Numerical applications
Practical problems
Predictive maintenance
Seven-level
Simultaneous control
Structural damages
Structural repairs
Working life
Data processing
Exhibitions
Flexible structures
Identification (control systems)
Maintenance
Neural networks
Nondestructive examination
Structural analysis
Structural dynamics
topic Damage detection
Damage quantification
Neural nets
System norms
Artificial neural net
Beam-like structures
Black boxes
Computational model
Damage Identification
Damage position
Intelligent method
Maintenance operations
Non-destructive test
Numerical applications
Practical problems
Predictive maintenance
Seven-level
Simultaneous control
Structural damages
Structural repairs
Working life
Data processing
Exhibitions
Flexible structures
Identification (control systems)
Maintenance
Neural networks
Nondestructive examination
Structural analysis
Structural dynamics
description Nowadays there is great interest in damage identification using non destructive tests. Predictive maintenance is one of the most important techniques that are based on analysis of vibrations and it consists basically of monitoring the condition of structures or machines. A complete procedure should be able to detect the damage, to foresee the probable time of occurrence and to diagnosis the type of fault in order to plan the maintenance operation in a convenient form and occasion. In practical problems, it is frequent the necessity of getting the solution of non linear equations. These processes have been studied for a long time due to its great utility. Among the methods, there are different approaches, as for instance numerical methods (classic), intelligent methods (artificial neural networks), evolutions methods (genetic algorithms), and others. The characterization of damages, for better agreement, can be classified by levels. A new one uses seven levels of classification: detect the existence of the damage; detect and locate the damage; detect, locate and quantify the damages; predict the equipment's working life; auto-diagnoses; control for auto structural repair; and system of simultaneous control and monitoring. The neural networks are computational models or systems for information processing that, in a general way, can be thought as a device black box that accepts an input and produces an output. Artificial neural nets (ANN) are based on the biological neural nets and possess habilities for identification of functions and classification of standards. In this paper a methodology for structural damages location is presented. This procedure can be divided on two phases. The first one uses norms of systems to localize the damage positions. The second one uses ANN to quantify the severity of the damage. The paper concludes with a numerical application in a beam like structure with five cases of structural damages with different levels of severities. The results show the applicability of the presented methodology. A great advantage is the possibility of to apply this approach for identification of simultaneous damages.
publishDate 2006
dc.date.none.fl_str_mv 2006-12-01
2014-05-27T11:22:20Z
2014-05-27T11:22:20Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
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format conferenceObject
status_str publishedVersion
dc.identifier.uri.fl_str_mv https://www.sem.org/Proceedings/ConferencePapers-Paper.cfm?ConfPapersPaperID=21645
Conference Proceedings of the Society for Experimental Mechanics Series.
2191-5644
2191-5652
http://hdl.handle.net/11449/69404
2-s2.0-84861535369
url https://www.sem.org/Proceedings/ConferencePapers-Paper.cfm?ConfPapersPaperID=21645
http://hdl.handle.net/11449/69404
identifier_str_mv Conference Proceedings of the Society for Experimental Mechanics Series.
2191-5644
2191-5652
2-s2.0-84861535369
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Conference Proceedings of the Society for Experimental Mechanics Series
0,232
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dc.source.none.fl_str_mv Scopus
reponame:Repositório Institucional da UNESP
instname:Universidade Estadual Paulista (UNESP)
instacron:UNESP
instname_str Universidade Estadual Paulista (UNESP)
instacron_str UNESP
institution UNESP
reponame_str Repositório Institucional da UNESP
collection Repositório Institucional da UNESP
repository.name.fl_str_mv Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)
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