Identification of structural damage in flexible structures using system norm and neural networks
Autor(a) principal: | |
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Data de Publicação: | 2006 |
Outros Autores: | , , |
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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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 |
dc.type.driver.fl_str_mv |
info:eu-repo/semantics/conferenceObject |
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 |
dc.rights.driver.fl_str_mv |
info:eu-repo/semantics/openAccess |
eu_rights_str_mv |
openAccess |
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) |
repository.mail.fl_str_mv |
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1808128641565982720 |