Damage detection in an uncertain nonlinear beam based on stochastic Volterra series: An experimental application

Detalhes bibliográficos
Autor(a) principal: Villani, Luis G.G. [UNESP]
Data de Publicação: 2019
Outros Autores: da Silva, Samuel [UNESP], Cunha, Americo, Todd, Michael D.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://dx.doi.org/10.1016/j.ymssp.2019.03.045
http://hdl.handle.net/11449/189013
Resumo: The damage detection problem becomes a more difficult task when the intrinsically nonlinear behavior of the structures and the natural data variation are considered in the analysis because both phenomena can be confused with damage if linear and deterministic approaches are implemented. Therefore, this work aims the experimental application of a stochastic version of the Volterra series combined with a novelty detection approach to detect damage in an initially nonlinear system taking into account the measured data variation, caused by the presence of uncertainties. The experimental setup is composed by a cantilever beam operating in a nonlinear regime of motion, even in the healthy condition, induced by the presence of a magnet near to the free extremity. The damage associated with mass changes in a bolted connection (nuts loosed) is detected based on the comparison between linear and nonlinear contributions of the stochastic Volterra kernels in the total response, estimated in the reference and damaged conditions. The experimental measurements were performed on different days to add natural variation to the data measured. The results obtained through the stochastic proposed approach are compared with those obtained by the deterministic version of the Volterra series, showing the advantage of the stochastic model use when we consider the experimental data variation with the capability to detect the presence of the damage with statistical confidence. Besides, the nonlinear metric used presented a higher sensitivity to the occurrence of the damage compared with the linear one, justifying the application of a nonlinear metric when the system exhibits intrinsically nonlinear behavior.
id UNSP_742cfff31ada14c84cbc8dd5a9851e7d
oai_identifier_str oai:repositorio.unesp.br:11449/189013
network_acronym_str UNSP
network_name_str Repositório Institucional da UNESP
repository_id_str 2946
spelling Damage detection in an uncertain nonlinear beam based on stochastic Volterra series: An experimental applicationDamage detectionNonlinear behaviorStochastic Volterra modelUncertaintiesThe damage detection problem becomes a more difficult task when the intrinsically nonlinear behavior of the structures and the natural data variation are considered in the analysis because both phenomena can be confused with damage if linear and deterministic approaches are implemented. Therefore, this work aims the experimental application of a stochastic version of the Volterra series combined with a novelty detection approach to detect damage in an initially nonlinear system taking into account the measured data variation, caused by the presence of uncertainties. The experimental setup is composed by a cantilever beam operating in a nonlinear regime of motion, even in the healthy condition, induced by the presence of a magnet near to the free extremity. The damage associated with mass changes in a bolted connection (nuts loosed) is detected based on the comparison between linear and nonlinear contributions of the stochastic Volterra kernels in the total response, estimated in the reference and damaged conditions. The experimental measurements were performed on different days to add natural variation to the data measured. The results obtained through the stochastic proposed approach are compared with those obtained by the deterministic version of the Volterra series, showing the advantage of the stochastic model use when we consider the experimental data variation with the capability to detect the presence of the damage with statistical confidence. Besides, the nonlinear metric used presented a higher sensitivity to the occurrence of the damage compared with the linear one, justifying the application of a nonlinear metric when the system exhibits intrinsically nonlinear behavior.Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)Conselho Nacional de Desenvolvimento Científico e Tecnológico (CNPq)Fundação de Amparo à Pesquisa do Estado do Rio de Janeiro (FAPERJ)UNESP – Universidade Estadual Paulista Faculdade de Engenharia de Ilha Solteira Departamento de Engenharia Mecânica, Av. Brasil, 56, Ilha SolteiraUERJ – Universidade do Estado do Rio de Janeiro NUMERICO – Nucleus of Modeling and Experimentation with Computers, R. São Francisco Xavier, 524UCSD – University of California San Diego Department of Structural Engineering, 9500 Gilman Dr, La JollaUNESP – Universidade Estadual Paulista Faculdade de Engenharia de Ilha Solteira Departamento de Engenharia Mecânica, Av. Brasil, 56, Ilha SolteiraFAPESP: 2012/09135-3FAPESP: 2015/25676-2FAPESP: 2017/15512-8FAPESP: 2017/24977-4CNPq: 307520/2016-1FAPERJ: E-26/010.000.805/2018FAPERJ: E-26/010.002.178/2015Universidade Estadual Paulista (Unesp)Universidade do Estado do Rio de Janeiro (UERJ)UCSD – University of California San DiegoVillani, Luis G.G. [UNESP]da Silva, Samuel [UNESP]Cunha, AmericoTodd, Michael D.2019-10-06T16:26:58Z2019-10-06T16:26:58Z2019-08-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article463-478http://dx.doi.org/10.1016/j.ymssp.2019.03.045Mechanical Systems and Signal Processing, v. 128, p. 463-478.1096-12160888-3270http://hdl.handle.net/11449/18901310.1016/j.ymssp.2019.03.0452-s2.0-85064655289Scopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengMechanical Systems and Signal Processinginfo:eu-repo/semantics/openAccess2024-07-04T20:06:06Zoai:repositorio.unesp.br:11449/189013Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T17:06:30.828004Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Damage detection in an uncertain nonlinear beam based on stochastic Volterra series: An experimental application
title Damage detection in an uncertain nonlinear beam based on stochastic Volterra series: An experimental application
spellingShingle Damage detection in an uncertain nonlinear beam based on stochastic Volterra series: An experimental application
Villani, Luis G.G. [UNESP]
Damage detection
Nonlinear behavior
Stochastic Volterra model
Uncertainties
title_short Damage detection in an uncertain nonlinear beam based on stochastic Volterra series: An experimental application
title_full Damage detection in an uncertain nonlinear beam based on stochastic Volterra series: An experimental application
title_fullStr Damage detection in an uncertain nonlinear beam based on stochastic Volterra series: An experimental application
title_full_unstemmed Damage detection in an uncertain nonlinear beam based on stochastic Volterra series: An experimental application
title_sort Damage detection in an uncertain nonlinear beam based on stochastic Volterra series: An experimental application
author Villani, Luis G.G. [UNESP]
author_facet Villani, Luis G.G. [UNESP]
da Silva, Samuel [UNESP]
Cunha, Americo
Todd, Michael D.
author_role author
author2 da Silva, Samuel [UNESP]
Cunha, Americo
Todd, Michael D.
author2_role author
author
author
dc.contributor.none.fl_str_mv Universidade Estadual Paulista (Unesp)
Universidade do Estado do Rio de Janeiro (UERJ)
UCSD – University of California San Diego
dc.contributor.author.fl_str_mv Villani, Luis G.G. [UNESP]
da Silva, Samuel [UNESP]
Cunha, Americo
Todd, Michael D.
dc.subject.por.fl_str_mv Damage detection
Nonlinear behavior
Stochastic Volterra model
Uncertainties
topic Damage detection
Nonlinear behavior
Stochastic Volterra model
Uncertainties
description The damage detection problem becomes a more difficult task when the intrinsically nonlinear behavior of the structures and the natural data variation are considered in the analysis because both phenomena can be confused with damage if linear and deterministic approaches are implemented. Therefore, this work aims the experimental application of a stochastic version of the Volterra series combined with a novelty detection approach to detect damage in an initially nonlinear system taking into account the measured data variation, caused by the presence of uncertainties. The experimental setup is composed by a cantilever beam operating in a nonlinear regime of motion, even in the healthy condition, induced by the presence of a magnet near to the free extremity. The damage associated with mass changes in a bolted connection (nuts loosed) is detected based on the comparison between linear and nonlinear contributions of the stochastic Volterra kernels in the total response, estimated in the reference and damaged conditions. The experimental measurements were performed on different days to add natural variation to the data measured. The results obtained through the stochastic proposed approach are compared with those obtained by the deterministic version of the Volterra series, showing the advantage of the stochastic model use when we consider the experimental data variation with the capability to detect the presence of the damage with statistical confidence. Besides, the nonlinear metric used presented a higher sensitivity to the occurrence of the damage compared with the linear one, justifying the application of a nonlinear metric when the system exhibits intrinsically nonlinear behavior.
publishDate 2019
dc.date.none.fl_str_mv 2019-10-06T16:26:58Z
2019-10-06T16:26:58Z
2019-08-01
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://dx.doi.org/10.1016/j.ymssp.2019.03.045
Mechanical Systems and Signal Processing, v. 128, p. 463-478.
1096-1216
0888-3270
http://hdl.handle.net/11449/189013
10.1016/j.ymssp.2019.03.045
2-s2.0-85064655289
url http://dx.doi.org/10.1016/j.ymssp.2019.03.045
http://hdl.handle.net/11449/189013
identifier_str_mv Mechanical Systems and Signal Processing, v. 128, p. 463-478.
1096-1216
0888-3270
10.1016/j.ymssp.2019.03.045
2-s2.0-85064655289
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Mechanical Systems and Signal Processing
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 463-478
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
_version_ 1808128756485718016