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
- Institución
- Universidad Nacional de La Plata
- OAI Identificador
- oai:sedici.unlp.edu.ar:10915/105729
Ver los metadatos del registro completo
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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 info:eu-repo/semantics/publishedVersion Resumen http://purl.org/coar/resource_type/c_5794 info:ar-repo/semantics/documentoDeConferencia |
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http://sedici.unlp.edu.ar/handle/10915/105729 |
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dc.language.none.fl_str_mv |
eng |
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eng |
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info:eu-repo/semantics/altIdentifier/url/https://cimec.org.ar/ojs/index.php/mc/article/view/5472 info:eu-repo/semantics/altIdentifier/issn/2591-3522 |
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http://creativecommons.org/licenses/by-nc-sa/4.0/ Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International (CC BY-NC-SA 4.0) |
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