Shannon Wavelet Entropy and Acoustic Emission Applied to Assess Damage in Concrete in Dynamical Tests

Autores
Sassano, Miryam P.; Zitto, Miguel E.; Piotrkowski, Rosa
Año de publicación
2017
Idioma
inglés
Tipo de recurso
documento de conferencia
Estado
versión publicada
Descripción
Shannon wavelet entropy (SWE), a powerful mathematical tool for transient signal analysis, is applied to acoustic emission signals originated in crack like damages. In previous work, the complex Morlet Continuous Wavelet Transform (CWT) was applied to acoustic emission (AE) signals from dynamic tests conducted on a reinforced concrete slab with a shaking table. Comparison of the evolution of the scale position of maximum values of CWT coefficients and the histories of response acceleration obtained in different seismic simulations allowed us to identify the frequency band corresponding to the fracture of concrete, which is the main failure mechanism. In the present work, the same frequency band, assigned to fracture, was considered. The discrete dyadic wavelet transform (DDWT), a faster transform algorithm, is first used as a filter to obtain the coefficients in the desired frequency band, and then SWE is calculated. SWE is extracted from each AE hit, which allows us to obtain the SWE evolution overthe test duration and connect sharp transitions of entropy values with the occurrence of dangerous macrocracks.
Publicado en: Mecánica Computacional vol. XXXV no.44
Facultad de Ingeniería
Materia
Ingeniería
Shannon Wavelet Entropy
Acoustic Emission
Fracture
Concrete
Nivel de accesibilidad
acceso abierto
Condiciones de uso
http://creativecommons.org/licenses/by-nc-sa/4.0/
Repositorio
SEDICI (UNLP)
Institución
Universidad Nacional de La Plata
OAI Identificador
oai:sedici.unlp.edu.ar:10915/105729

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spelling Shannon Wavelet Entropy and Acoustic Emission Applied to Assess Damage in Concrete in Dynamical TestsSassano, Miryam P.Zitto, Miguel E.Piotrkowski, RosaIngenieríaShannon Wavelet EntropyAcoustic EmissionFractureConcreteShannon wavelet entropy (SWE), a powerful mathematical tool for transient signal analysis, is applied to acoustic emission signals originated in crack like damages. In previous work, the complex Morlet Continuous Wavelet Transform (CWT) was applied to acoustic emission (AE) signals from dynamic tests conducted on a reinforced concrete slab with a shaking table. Comparison of the evolution of the scale position of maximum values of CWT coefficients and the histories of response acceleration obtained in different seismic simulations allowed us to identify the frequency band corresponding to the fracture of concrete, which is the main failure mechanism. In the present work, the same frequency band, assigned to fracture, was considered. The discrete dyadic wavelet transform (DDWT), a faster transform algorithm, is first used as a filter to obtain the coefficients in the desired frequency band, and then SWE is calculated. SWE is extracted from each AE hit, which allows us to obtain the SWE evolution overthe test duration and connect sharp transitions of entropy values with the occurrence of dangerous macrocracks.Publicado en: <i>Mecánica Computacional</i> vol. XXXV no.44Facultad de Ingeniería2017-11info:eu-repo/semantics/conferenceObjectinfo:eu-repo/semantics/publishedVersionResumenhttp://purl.org/coar/resource_type/c_5794info:ar-repo/semantics/documentoDeConferenciaapplication/pdf2563-2563http://sedici.unlp.edu.ar/handle/10915/105729enginfo:eu-repo/semantics/altIdentifier/url/https://cimec.org.ar/ojs/index.php/mc/article/view/5472info:eu-repo/semantics/altIdentifier/issn/2591-3522info:eu-repo/semantics/openAccesshttp://creativecommons.org/licenses/by-nc-sa/4.0/Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)reponame:SEDICI (UNLP)instname:Universidad Nacional de La Platainstacron:UNLP2025-10-15T11:15:23Zoai:sedici.unlp.edu.ar:10915/105729Institucionalhttp://sedici.unlp.edu.ar/Universidad públicaNo correspondehttp://sedici.unlp.edu.ar/oai/snrdalira@sedici.unlp.edu.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:13292025-10-15 11:15:23.414SEDICI (UNLP) - Universidad Nacional de La Platafalse
dc.title.none.fl_str_mv Shannon Wavelet Entropy and Acoustic Emission Applied to Assess Damage in Concrete in Dynamical Tests
title Shannon Wavelet Entropy and Acoustic Emission Applied to Assess Damage in Concrete in Dynamical Tests
spellingShingle Shannon Wavelet Entropy and Acoustic Emission Applied to Assess Damage in Concrete in Dynamical Tests
Sassano, Miryam P.
Ingeniería
Shannon Wavelet Entropy
Acoustic Emission
Fracture
Concrete
title_short Shannon Wavelet Entropy and Acoustic Emission Applied to Assess Damage in Concrete in Dynamical Tests
title_full Shannon Wavelet Entropy and Acoustic Emission Applied to Assess Damage in Concrete in Dynamical Tests
title_fullStr Shannon Wavelet Entropy and Acoustic Emission Applied to Assess Damage in Concrete in Dynamical Tests
title_full_unstemmed Shannon Wavelet Entropy and Acoustic Emission Applied to Assess Damage in Concrete in Dynamical Tests
title_sort Shannon Wavelet Entropy and Acoustic Emission Applied to Assess Damage in Concrete in Dynamical Tests
dc.creator.none.fl_str_mv Sassano, Miryam P.
Zitto, Miguel E.
Piotrkowski, Rosa
author Sassano, Miryam P.
author_facet Sassano, Miryam P.
Zitto, Miguel E.
Piotrkowski, Rosa
author_role author
author2 Zitto, Miguel E.
Piotrkowski, Rosa
author2_role author
author
dc.subject.none.fl_str_mv Ingeniería
Shannon Wavelet Entropy
Acoustic Emission
Fracture
Concrete
topic Ingeniería
Shannon Wavelet Entropy
Acoustic Emission
Fracture
Concrete
dc.description.none.fl_txt_mv Shannon wavelet entropy (SWE), a powerful mathematical tool for transient signal analysis, is applied to acoustic emission signals originated in crack like damages. In previous work, the complex Morlet Continuous Wavelet Transform (CWT) was applied to acoustic emission (AE) signals from dynamic tests conducted on a reinforced concrete slab with a shaking table. Comparison of the evolution of the scale position of maximum values of CWT coefficients and the histories of response acceleration obtained in different seismic simulations allowed us to identify the frequency band corresponding to the fracture of concrete, which is the main failure mechanism. In the present work, the same frequency band, assigned to fracture, was considered. The discrete dyadic wavelet transform (DDWT), a faster transform algorithm, is first used as a filter to obtain the coefficients in the desired frequency band, and then SWE is calculated. SWE is extracted from each AE hit, which allows us to obtain the SWE evolution overthe test duration and connect sharp transitions of entropy values with the occurrence of dangerous macrocracks.
Publicado en: <i>Mecánica Computacional</i> vol. XXXV no.44
Facultad de Ingeniería
description Shannon wavelet entropy (SWE), a powerful mathematical tool for transient signal analysis, is applied to acoustic emission signals originated in crack like damages. In previous work, the complex Morlet Continuous Wavelet Transform (CWT) was applied to acoustic emission (AE) signals from dynamic tests conducted on a reinforced concrete slab with a shaking table. Comparison of the evolution of the scale position of maximum values of CWT coefficients and the histories of response acceleration obtained in different seismic simulations allowed us to identify the frequency band corresponding to the fracture of concrete, which is the main failure mechanism. In the present work, the same frequency band, assigned to fracture, was considered. The discrete dyadic wavelet transform (DDWT), a faster transform algorithm, is first used as a filter to obtain the coefficients in the desired frequency band, and then SWE is calculated. SWE is extracted from each AE hit, which allows us to obtain the SWE evolution overthe test duration and connect sharp transitions of entropy values with the occurrence of dangerous macrocracks.
publishDate 2017
dc.date.none.fl_str_mv 2017-11
dc.type.none.fl_str_mv info:eu-repo/semantics/conferenceObject
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dc.language.none.fl_str_mv eng
language eng
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info:eu-repo/semantics/altIdentifier/issn/2591-3522
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
http://creativecommons.org/licenses/by-nc-sa/4.0/
Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)
eu_rights_str_mv openAccess
rights_invalid_str_mv http://creativecommons.org/licenses/by-nc-sa/4.0/
Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0)
dc.format.none.fl_str_mv application/pdf
2563-2563
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