Evaluation of Self-Compacting Concrete Strength with Non-Destructive Tests for Concrete Structures

Detalhes bibliográficos
Autor(a) principal: Nepomuceno, Miguel
Data de Publicação: 2019
Outros Autores: Bernardo, Luís
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
Texto Completo: http://hdl.handle.net/10400.6/8583
Resumo: Self-compacting concrete (SCC) shows to have some specificities when compared to normal vibrated concrete (NVC), namely higher cement paste dosage and smaller volume of coarse aggregates. In addition, the maximum size of coarse aggregates is also reduced in SCC to prevent blocking effect. Such specificities are likely to affect the results of non-destructive tests when compared to those obtained in NVC with similar compressive strength and materials. This study evaluates the applicability of some non-destructive tests to estimate the compressive strength of SCC. Selected tests included the ultrasonic pulse velocity test (PUNDIT), the surface hardness test (Schmidt rebound hammer type N), the pull-out test (Lok-test), and the concrete maturity test (COMA-meter). Seven sets of SCC specimens were produced in the laboratory from a single mixture and subjected to standard curing. The tests were applied at different ages, namely: 1, 2, 3, 7, 14, 28, and 94 days. The concrete compressive strength ranged from 45 MPa (at 24 h) to 97 MPa (at 94 days). Correlations were established between the non-destructive test results and the concrete compressive strength. A test variability analysis was performed and the 95% confidence limits for the obtained correlations were computed. The obtained results for SCC showed good correlations between the concrete compressive strength and the non-destructive tests results, although some differences exist when compared to the correlations obtained for NVC.
id RCAP_4b47f55c46ad01d2e4948ceaffd73b5e
oai_identifier_str oai:ubibliorum.ubi.pt:10400.6/8583
network_acronym_str RCAP
network_name_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository_id_str 7160
spelling Evaluation of Self-Compacting Concrete Strength with Non-Destructive Tests for Concrete StructuresSelf-compacting concreteNon-destructive test methodsCompressive strengthUltrasonic pulse velocity testSurface hardness testPull-out testMaturity testWithin-test variabilityNormal vibrated concreteSelf-compacting concrete (SCC) shows to have some specificities when compared to normal vibrated concrete (NVC), namely higher cement paste dosage and smaller volume of coarse aggregates. In addition, the maximum size of coarse aggregates is also reduced in SCC to prevent blocking effect. Such specificities are likely to affect the results of non-destructive tests when compared to those obtained in NVC with similar compressive strength and materials. This study evaluates the applicability of some non-destructive tests to estimate the compressive strength of SCC. Selected tests included the ultrasonic pulse velocity test (PUNDIT), the surface hardness test (Schmidt rebound hammer type N), the pull-out test (Lok-test), and the concrete maturity test (COMA-meter). Seven sets of SCC specimens were produced in the laboratory from a single mixture and subjected to standard curing. The tests were applied at different ages, namely: 1, 2, 3, 7, 14, 28, and 94 days. The concrete compressive strength ranged from 45 MPa (at 24 h) to 97 MPa (at 94 days). Correlations were established between the non-destructive test results and the concrete compressive strength. A test variability analysis was performed and the 95% confidence limits for the obtained correlations were computed. The obtained results for SCC showed good correlations between the concrete compressive strength and the non-destructive tests results, although some differences exist when compared to the correlations obtained for NVC.MDPI AG, Basel, SwitzerlanduBibliorumNepomuceno, MiguelBernardo, Luís2020-01-22T12:28:32Z20192019-01-01T00:00:00Zinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://hdl.handle.net/10400.6/8583engMiguel C. S. Nepomuceno, Luís F. A. Bernardo, Evaluation of self-compacting concrete strength with non-destructive tests for concrete structures, Applied Sciences 9(23) (2019) 5109. doi:10.3390/app9235109.2076-341710.3390/app9235109info:eu-repo/semantics/openAccessreponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãoinstacron:RCAAP2024-11-27T12:28:50Zoai:ubibliorum.ubi.pt:10400.6/8583Portal AgregadorONGhttps://www.rcaap.pt/oai/openairemluisa.alvim@gmail.comopendoar:71602024-11-27T12:28:50Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informaçãofalse
dc.title.none.fl_str_mv Evaluation of Self-Compacting Concrete Strength with Non-Destructive Tests for Concrete Structures
title Evaluation of Self-Compacting Concrete Strength with Non-Destructive Tests for Concrete Structures
spellingShingle Evaluation of Self-Compacting Concrete Strength with Non-Destructive Tests for Concrete Structures
Nepomuceno, Miguel
Self-compacting concrete
Non-destructive test methods
Compressive strength
Ultrasonic pulse velocity test
Surface hardness test
Pull-out test
Maturity test
Within-test variability
Normal vibrated concrete
title_short Evaluation of Self-Compacting Concrete Strength with Non-Destructive Tests for Concrete Structures
title_full Evaluation of Self-Compacting Concrete Strength with Non-Destructive Tests for Concrete Structures
title_fullStr Evaluation of Self-Compacting Concrete Strength with Non-Destructive Tests for Concrete Structures
title_full_unstemmed Evaluation of Self-Compacting Concrete Strength with Non-Destructive Tests for Concrete Structures
title_sort Evaluation of Self-Compacting Concrete Strength with Non-Destructive Tests for Concrete Structures
author Nepomuceno, Miguel
author_facet Nepomuceno, Miguel
Bernardo, Luís
author_role author
author2 Bernardo, Luís
author2_role author
dc.contributor.none.fl_str_mv uBibliorum
dc.contributor.author.fl_str_mv Nepomuceno, Miguel
Bernardo, Luís
dc.subject.por.fl_str_mv Self-compacting concrete
Non-destructive test methods
Compressive strength
Ultrasonic pulse velocity test
Surface hardness test
Pull-out test
Maturity test
Within-test variability
Normal vibrated concrete
topic Self-compacting concrete
Non-destructive test methods
Compressive strength
Ultrasonic pulse velocity test
Surface hardness test
Pull-out test
Maturity test
Within-test variability
Normal vibrated concrete
description Self-compacting concrete (SCC) shows to have some specificities when compared to normal vibrated concrete (NVC), namely higher cement paste dosage and smaller volume of coarse aggregates. In addition, the maximum size of coarse aggregates is also reduced in SCC to prevent blocking effect. Such specificities are likely to affect the results of non-destructive tests when compared to those obtained in NVC with similar compressive strength and materials. This study evaluates the applicability of some non-destructive tests to estimate the compressive strength of SCC. Selected tests included the ultrasonic pulse velocity test (PUNDIT), the surface hardness test (Schmidt rebound hammer type N), the pull-out test (Lok-test), and the concrete maturity test (COMA-meter). Seven sets of SCC specimens were produced in the laboratory from a single mixture and subjected to standard curing. The tests were applied at different ages, namely: 1, 2, 3, 7, 14, 28, and 94 days. The concrete compressive strength ranged from 45 MPa (at 24 h) to 97 MPa (at 94 days). Correlations were established between the non-destructive test results and the concrete compressive strength. A test variability analysis was performed and the 95% confidence limits for the obtained correlations were computed. The obtained results for SCC showed good correlations between the concrete compressive strength and the non-destructive tests results, although some differences exist when compared to the correlations obtained for NVC.
publishDate 2019
dc.date.none.fl_str_mv 2019
2019-01-01T00:00:00Z
2020-01-22T12:28:32Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/article
format article
status_str publishedVersion
dc.identifier.uri.fl_str_mv http://hdl.handle.net/10400.6/8583
url http://hdl.handle.net/10400.6/8583
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Miguel C. S. Nepomuceno, Luís F. A. Bernardo, Evaluation of self-compacting concrete strength with non-destructive tests for concrete structures, Applied Sciences 9(23) (2019) 5109. doi:10.3390/app9235109.
2076-3417
10.3390/app9235109
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv MDPI AG, Basel, Switzerland
publisher.none.fl_str_mv MDPI AG, Basel, Switzerland
dc.source.none.fl_str_mv reponame:Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
instname:Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron:RCAAP
instname_str Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
instacron_str RCAAP
institution RCAAP
reponame_str Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
collection Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos)
repository.name.fl_str_mv Repositório Científico de Acesso Aberto de Portugal (Repositórios Cientìficos) - Agência para a Sociedade do Conhecimento (UMIC) - FCT - Sociedade da Informação
repository.mail.fl_str_mv mluisa.alvim@gmail.com
_version_ 1817549635977216000