Crack detection in beams with different boundary conditions
Main Author: | |
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Publication Date: | 2014 |
Other Authors: | , |
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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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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1842258164629635072 |