Crack detection in beams with different boundary conditions

Bibliographic Details
Main Author: Barbieri N.
Publication Date: 2014
Other Authors: Silva H.A.T., Barbieri, Renato
Format: Conference object
Language: eng
Source: Repositório Institucional da Udesc
dARK ID: ark:/33523/001300000rbnr
Download full: https://repositorio.udesc.br/handle/UDESC/10912
Summary: In this paper the damage in clamped-free, clamped-clamped and free-free beam are analyzed considering samples without and with structural modifications. The procedure is extended to analysis of damage in a sandwich beam. The damage location is investigated by the use of the bispectrum and wavelet analysis. The mathematical models are obtained using 2D elasticity theory and the Finite Element Method (FEM). The numerical and experimental data are approximated using the Particle Swarm Optimizer (PSO) method and this way is possible to adjust the localization and the severity of the damage. The experimental data are obtained through accelerometers placed along the sample. The system is excited using impact hammer.
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spelling Crack detection in beams with different boundary conditionsIn this paper the damage in clamped-free, clamped-clamped and free-free beam are analyzed considering samples without and with structural modifications. The procedure is extended to analysis of damage in a sandwich beam. The damage location is investigated by the use of the bispectrum and wavelet analysis. The mathematical models are obtained using 2D elasticity theory and the Finite Element Method (FEM). The numerical and experimental data are approximated using the Particle Swarm Optimizer (PSO) method and this way is possible to adjust the localization and the severity of the damage. The experimental data are obtained through accelerometers placed along the sample. The system is excited using impact hammer.2024-12-07T20:14:17Z2014info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/conferenceObjectp. 2485 - 24912311-9020https://repositorio.udesc.br/handle/UDESC/10912ark:/33523/001300000rbnrProceedings of the International Conference on Structural Dynamic , EURODYN2014-JanuaryBarbieri N.Silva H.A.T.Barbieri, Renatoengreponame:Repositório Institucional da Udescinstname:Universidade do Estado de Santa Catarina (UDESC)instacron:UDESCinfo:eu-repo/semantics/openAccess2024-12-07T20:57:33Zoai:repositorio.udesc.br:UDESC/10912Biblioteca Digital de Teses e Dissertaçõeshttps://pergamumweb.udesc.br/biblioteca/index.phpPRIhttps://repositorio-api.udesc.br/server/oai/requestri@udesc.bropendoar:63912024-12-07T20:57:33Repositório Institucional da Udesc - Universidade do Estado de Santa Catarina (UDESC)false
dc.title.none.fl_str_mv Crack detection in beams with different boundary conditions
title Crack detection in beams with different boundary conditions
spellingShingle Crack detection in beams with different boundary conditions
Barbieri N.
title_short Crack detection in beams with different boundary conditions
title_full Crack detection in beams with different boundary conditions
title_fullStr Crack detection in beams with different boundary conditions
title_full_unstemmed Crack detection in beams with different boundary conditions
title_sort Crack detection in beams with different boundary conditions
author Barbieri N.
author_facet Barbieri N.
Silva H.A.T.
Barbieri, Renato
author_role author
author2 Silva H.A.T.
Barbieri, Renato
author2_role author
author
dc.contributor.author.fl_str_mv Barbieri N.
Silva H.A.T.
Barbieri, Renato
description In this paper the damage in clamped-free, clamped-clamped and free-free beam are analyzed considering samples without and with structural modifications. The procedure is extended to analysis of damage in a sandwich beam. The damage location is investigated by the use of the bispectrum and wavelet analysis. The mathematical models are obtained using 2D elasticity theory and the Finite Element Method (FEM). The numerical and experimental data are approximated using the Particle Swarm Optimizer (PSO) method and this way is possible to adjust the localization and the severity of the damage. The experimental data are obtained through accelerometers placed along the sample. The system is excited using impact hammer.
publishDate 2014
dc.date.none.fl_str_mv 2014
2024-12-07T20:14:17Z
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 2311-9020
https://repositorio.udesc.br/handle/UDESC/10912
dc.identifier.dark.fl_str_mv ark:/33523/001300000rbnr
identifier_str_mv 2311-9020
ark:/33523/001300000rbnr
url https://repositorio.udesc.br/handle/UDESC/10912
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Proceedings of the International Conference on Structural Dynamic , EURODYN
2014-January
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv p. 2485 - 2491
dc.source.none.fl_str_mv reponame:Repositório Institucional da Udesc
instname:Universidade do Estado de Santa Catarina (UDESC)
instacron:UDESC
instname_str Universidade do Estado de Santa Catarina (UDESC)
instacron_str UDESC
institution UDESC
reponame_str Repositório Institucional da Udesc
collection Repositório Institucional da Udesc
repository.name.fl_str_mv Repositório Institucional da Udesc - Universidade do Estado de Santa Catarina (UDESC)
repository.mail.fl_str_mv ri@udesc.br
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