Influence of Steel Bars in Detection of Voids in Concrete Using Ultrasonic Pulse-Echo Method
Descripción del Articulo
This project was carried out thanks to the scholarship funds for postgraduate studies of CONCYTEC PERU. Also, the tests were performed at the Structures Laboratory of the Pontifical Catholic University of Peru.
| Autores: | , , |
|---|---|
| Formato: | artículo |
| Fecha de Publicación: | 2019 |
| Institución: | Consejo Nacional de Ciencia Tecnología e Innovación |
| Repositorio: | CONCYTEC-Institucional |
| Lenguaje: | inglés |
| OAI Identifier: | oai:repositorio.concytec.gob.pe:20.500.12390/1185 |
| Enlace del recurso: | https://hdl.handle.net/20.500.12390/1185 https://doi.org/10.14359/51715582 |
| Nivel de acceso: | acceso abierto |
| Materia: | Voids Flaw detection Honeycombs Pulse echo Reinforced concrete Ultrasonic https://purl.org/pe-repo/ocde/ford#2.01.03 |
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CONC |
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CONCYTEC-Institucional |
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4689 |
| dc.title.none.fl_str_mv |
Influence of Steel Bars in Detection of Voids in Concrete Using Ultrasonic Pulse-Echo Method |
| title |
Influence of Steel Bars in Detection of Voids in Concrete Using Ultrasonic Pulse-Echo Method |
| spellingShingle |
Influence of Steel Bars in Detection of Voids in Concrete Using Ultrasonic Pulse-Echo Method Lipa, L Voids Flaw detection Honeycombs Pulse echo Reinforced concrete Ultrasonic https://purl.org/pe-repo/ocde/ford#2.01.03 |
| title_short |
Influence of Steel Bars in Detection of Voids in Concrete Using Ultrasonic Pulse-Echo Method |
| title_full |
Influence of Steel Bars in Detection of Voids in Concrete Using Ultrasonic Pulse-Echo Method |
| title_fullStr |
Influence of Steel Bars in Detection of Voids in Concrete Using Ultrasonic Pulse-Echo Method |
| title_full_unstemmed |
Influence of Steel Bars in Detection of Voids in Concrete Using Ultrasonic Pulse-Echo Method |
| title_sort |
Influence of Steel Bars in Detection of Voids in Concrete Using Ultrasonic Pulse-Echo Method |
| author |
Lipa, L |
| author_facet |
Lipa, L Navarro, LM Pasquel, EN |
| author_role |
author |
| author2 |
Navarro, LM Pasquel, EN |
| author2_role |
author author |
| dc.contributor.author.fl_str_mv |
Lipa, L Navarro, LM Pasquel, EN |
| dc.subject.none.fl_str_mv |
Voids |
| topic |
Voids Flaw detection Honeycombs Pulse echo Reinforced concrete Ultrasonic https://purl.org/pe-repo/ocde/ford#2.01.03 |
| dc.subject.es_PE.fl_str_mv |
Flaw detection Honeycombs Pulse echo Reinforced concrete Ultrasonic |
| dc.subject.ocde.none.fl_str_mv |
https://purl.org/pe-repo/ocde/ford#2.01.03 |
| description |
This project was carried out thanks to the scholarship funds for postgraduate studies of CONCYTEC PERU. Also, the tests were performed at the Structures Laboratory of the Pontifical Catholic University of Peru. |
| publishDate |
2019 |
| dc.date.accessioned.none.fl_str_mv |
2024-05-30T23:13:38Z |
| dc.date.available.none.fl_str_mv |
2024-05-30T23:13:38Z |
| dc.date.issued.fl_str_mv |
2019 |
| dc.type.none.fl_str_mv |
info:eu-repo/semantics/article |
| format |
article |
| dc.identifier.uri.none.fl_str_mv |
https://hdl.handle.net/20.500.12390/1185 |
| dc.identifier.doi.none.fl_str_mv |
https://doi.org/10.14359/51715582 |
| dc.identifier.isi.none.fl_str_mv |
478070000024 |
| url |
https://hdl.handle.net/20.500.12390/1185 https://doi.org/10.14359/51715582 |
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478070000024 |
| dc.language.iso.none.fl_str_mv |
eng |
| language |
eng |
| dc.relation.ispartof.none.fl_str_mv |
ACI Materials Journal |
| dc.rights.none.fl_str_mv |
info:eu-repo/semantics/openAccess |
| eu_rights_str_mv |
openAccess |
| dc.publisher.none.fl_str_mv |
American Concrete Institute |
| publisher.none.fl_str_mv |
American Concrete Institute |
| dc.source.none.fl_str_mv |
reponame:CONCYTEC-Institucional instname:Consejo Nacional de Ciencia Tecnología e Innovación instacron:CONCYTEC |
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Consejo Nacional de Ciencia Tecnología e Innovación |
| instacron_str |
CONCYTEC |
| institution |
CONCYTEC |
| reponame_str |
CONCYTEC-Institucional |
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CONCYTEC-Institucional |
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Repositorio Institucional CONCYTEC |
| repository.mail.fl_str_mv |
repositorio@concytec.gob.pe |
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1844883003188183040 |
| spelling |
Publicationrp03383600rp03382600rp03384600Lipa, LNavarro, LMPasquel, EN2024-05-30T23:13:38Z2024-05-30T23:13:38Z2019https://hdl.handle.net/20.500.12390/1185https://doi.org/10.14359/51715582478070000024This project was carried out thanks to the scholarship funds for postgraduate studies of CONCYTEC PERU. Also, the tests were performed at the Structures Laboratory of the Pontifical Catholic University of Peru.In this research, the influence of steel bars in the detection of voids in concrete elements using the ultrasonic pulse-echo method was analyzed. For this purpose, reinforced concrete walls were made that contain No. 3, No. 4, or No. 5 steel bars, and expanded polystyrene spheres 50 mm (1.97 in.) in diameter, which represent internal voids. Spheres of smaller diameter were not used because their detection is very low. An ultrasonic pulse-echo device of 50 kHz frequency transverse waves that uses a synthetic aperture focusing technique (SAFT) was used. The steel bars were placed with different separations to observe the effect they cause in a scan. In addition, the spheres were laid between these different configurations with the purpose of verifying if their detection is possible. Additionally, image processing was carried out to eliminate or totally reduce the effect of the steel bars in the scans. This research concluded that when scans are performed on strips with transverse No. 3, No. 4, and No. 5 bars, these would appear in the ultrasound image with a probability of 35.4%, 41.7%, and 62.5%, respectively. In addition, if the scan is performed on a strip with No. 4 or No. 5 bars, which have the same direction of the scan, they appear in large magnitude in the ultrasound images, so it is very difficult to distinguish if there is another material in these areas. However, in this last case, if the bars are No. 3, they do not appear in the scan. On the other hand, the spheres were located with a probability of 81.3% when they were located between steel bars separated by a distance greater than or equal to 100 mm (1.97 in.).Consejo Nacional de Ciencia, Tecnología e Innovación Tecnológica - ConcytecengAmerican Concrete InstituteACI Materials Journalinfo:eu-repo/semantics/openAccessVoidsFlaw detection-1Honeycombs-1Pulse echo-1Reinforced concrete-1Ultrasonic-1https://purl.org/pe-repo/ocde/ford#2.01.03-1Influence of Steel Bars in Detection of Voids in Concrete Using Ultrasonic Pulse-Echo Methodinfo:eu-repo/semantics/articlereponame:CONCYTEC-Institucionalinstname:Consejo Nacional de Ciencia Tecnología e Innovacióninstacron:CONCYTEC#PLACEHOLDER_PARENT_METADATA_VALUE##PLACEHOLDER_PARENT_METADATA_VALUE##PLACEHOLDER_PARENT_METADATA_VALUE#20.500.12390/1185oai:repositorio.concytec.gob.pe:20.500.12390/11852024-05-30 15:23:51.071http://purl.org/coar/access_right/c_14cbinfo:eu-repo/semantics/closedAccessmetadata only accesshttps://repositorio.concytec.gob.peRepositorio Institucional CONCYTECrepositorio@concytec.gob.pe#PLACEHOLDER_PARENT_METADATA_VALUE##PLACEHOLDER_PARENT_METADATA_VALUE##PLACEHOLDER_PARENT_METADATA_VALUE#<Publication xmlns="https://www.openaire.eu/cerif-profile/1.1/" id="96fdbfc5-d4fc-4a80-be67-5c4209f9cb32"> <Type xmlns="https://www.openaire.eu/cerif-profile/vocab/COAR_Publication_Types">http://purl.org/coar/resource_type/c_1843</Type> <Language>eng</Language> <Title>Influence of Steel Bars in Detection of Voids in Concrete Using Ultrasonic Pulse-Echo Method</Title> <PublishedIn> <Publication> <Title>ACI Materials Journal</Title> </Publication> </PublishedIn> <PublicationDate>2019</PublicationDate> <DOI>https://doi.org/10.14359/51715582</DOI> <ISI-Number>478070000024</ISI-Number> <Authors> <Author> <DisplayName>Lipa, L</DisplayName> <Person id="rp03383" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> <Author> <DisplayName>Navarro, LM</DisplayName> <Person id="rp03382" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> <Author> <DisplayName>Pasquel, EN</DisplayName> <Person id="rp03384" /> <Affiliation> <OrgUnit> </OrgUnit> </Affiliation> </Author> </Authors> <Editors> </Editors> <Publishers> <Publisher> <DisplayName>American Concrete Institute</DisplayName> <OrgUnit /> </Publisher> </Publishers> <Keyword>Voids</Keyword> <Keyword>Flaw detection</Keyword> <Keyword>Honeycombs</Keyword> <Keyword>Pulse echo</Keyword> <Keyword>Reinforced concrete</Keyword> <Keyword>Ultrasonic</Keyword> <Abstract>In this research, the influence of steel bars in the detection of voids in concrete elements using the ultrasonic pulse-echo method was analyzed. For this purpose, reinforced concrete walls were made that contain No. 3, No. 4, or No. 5 steel bars, and expanded polystyrene spheres 50 mm (1.97 in.) in diameter, which represent internal voids. Spheres of smaller diameter were not used because their detection is very low. An ultrasonic pulse-echo device of 50 kHz frequency transverse waves that uses a synthetic aperture focusing technique (SAFT) was used. The steel bars were placed with different separations to observe the effect they cause in a scan. In addition, the spheres were laid between these different configurations with the purpose of verifying if their detection is possible. Additionally, image processing was carried out to eliminate or totally reduce the effect of the steel bars in the scans. This research concluded that when scans are performed on strips with transverse No. 3, No. 4, and No. 5 bars, these would appear in the ultrasound image with a probability of 35.4%, 41.7%, and 62.5%, respectively. In addition, if the scan is performed on a strip with No. 4 or No. 5 bars, which have the same direction of the scan, they appear in large magnitude in the ultrasound images, so it is very difficult to distinguish if there is another material in these areas. However, in this last case, if the bars are No. 3, they do not appear in the scan. On the other hand, the spheres were located with a probability of 81.3% when they were located between steel bars separated by a distance greater than or equal to 100 mm (1.97 in.).</Abstract> <Access xmlns="http://purl.org/coar/access_right" > </Access> </Publication> -1 |
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13.386405 |
Nota importante:
La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).
La información contenida en este registro es de entera responsabilidad de la institución que gestiona el repositorio institucional donde esta contenido este documento o set de datos. El CONCYTEC no se hace responsable por los contenidos (publicaciones y/o datos) accesibles a través del Repositorio Nacional Digital de Ciencia, Tecnología e Innovación de Acceso Abierto (ALICIA).