Evaluation of Self-Compacting Concrete Strength with Non-Destructive Tests for Concrete Structures
Autor(a) principal: | |
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Data de Publicação: | 2019 |
Outros Autores: | |
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. |
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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 |