Application of the maturity method to reinforced concrete roof slabs

The maturity method is a procedure that associates the evolution of the temperature of concrete cast to the structure and the evolution of its hardened state properties like compressive strength, usually at early ages. Its use is justified when safety and agility are required for activities like pre...

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Autores:
Luiz Curra, Roberto
Pacheco, Fernanda
Ehrenbring, Hinoel Zamis
Christ, Roberto
Ost Patzlaff, Jeferson
Trevisan, Rafael
Tutikian, Bernardo
Tipo de recurso:
Article of journal
Fecha de publicación:
2021
Institución:
Corporación Universidad de la Costa
Repositorio:
REDICUC - Repositorio CUC
Idioma:
eng
OAI Identifier:
oai:repositorio.cuc.edu.co:11323/9246
Acceso en línea:
https://hdl.handle.net/11323/9246
https://doi.org/10.1590/S1517-707620210004.1318.
https://repositorio.cuc.edu.co/
Palabra clave:
Maturity method
Concrete
Compressive strength
Concreto
Durabilidade
Análise estatística
Especificação técnica
Rights
openAccess
License
Atribución 4.0 Internacional (CC BY 4.0)
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dc.title.eng.fl_str_mv Application of the maturity method to reinforced concrete roof slabs
dc.title.translated.none.fl_str_mv Aplicação do método da maturidade em lajes de cobertura
title Application of the maturity method to reinforced concrete roof slabs
spellingShingle Application of the maturity method to reinforced concrete roof slabs
Maturity method
Concrete
Compressive strength
Concreto
Durabilidade
Análise estatística
Especificação técnica
title_short Application of the maturity method to reinforced concrete roof slabs
title_full Application of the maturity method to reinforced concrete roof slabs
title_fullStr Application of the maturity method to reinforced concrete roof slabs
title_full_unstemmed Application of the maturity method to reinforced concrete roof slabs
title_sort Application of the maturity method to reinforced concrete roof slabs
dc.creator.fl_str_mv Luiz Curra, Roberto
Pacheco, Fernanda
Ehrenbring, Hinoel Zamis
Christ, Roberto
Ost Patzlaff, Jeferson
Trevisan, Rafael
Tutikian, Bernardo
dc.contributor.author.spa.fl_str_mv Luiz Curra, Roberto
Pacheco, Fernanda
Ehrenbring, Hinoel Zamis
Christ, Roberto
Ost Patzlaff, Jeferson
Trevisan, Rafael
Tutikian, Bernardo
dc.subject.proposal.eng.fl_str_mv Maturity method
Concrete
Compressive strength
topic Maturity method
Concrete
Compressive strength
Concreto
Durabilidade
Análise estatística
Especificação técnica
dc.subject.proposal.por.fl_str_mv Concreto
Durabilidade
Análise estatística
Especificação técnica
description The maturity method is a procedure that associates the evolution of the temperature of concrete cast to the structure and the evolution of its hardened state properties like compressive strength, usually at early ages. Its use is justified when safety and agility are required for activities like prestressing, shoring removal, demolding and low temperature concrete curing analysis. Temperate regions are known for having lower temperatures during the winter, which can delay concrete strength gains. The aim of this study was to apply the maturity method to a reinforced concrete structure located in Southern Brazil in industrial construction. It was noted that the concrete, despite being expected to reach 30 MPa at 28 days, managed to reach 70% of the strength at 8.5 days for slab 1. Slab 2, whose function was to support garners 4, 5 and 6, presented the data at 4.4 days, it being possible to measure such property using the maturity method.
publishDate 2021
dc.date.issued.none.fl_str_mv 2021-06-30
dc.date.accessioned.none.fl_str_mv 2022-06-13T14:17:42Z
dc.date.available.none.fl_str_mv 2022-06-13T14:17:42Z
dc.type.spa.fl_str_mv Artículo de revista
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dc.identifier.citation.spa.fl_str_mv Curra, Roberto Luiz et al. Application of the maturity method to reinforced concrete roof slabs. Matéria (Rio de Janeiro) [online]. 2021, v. 26, n. 04 [Accessed 10 June 2022] , e13118. Available from: <https://doi.org/10.1590/S1517-707620210004.1318>. Epub 05 Jan 2022. ISSN 1517-7076. https://doi.org/10.1590/S1517-707620210004.1318.
dc.identifier.issn.spa.fl_str_mv 1517-7076
dc.identifier.uri.spa.fl_str_mv https://hdl.handle.net/11323/9246
dc.identifier.url.spa.fl_str_mv https://doi.org/10.1590/S1517-707620210004.1318.
dc.identifier.doi.spa.fl_str_mv 10.1590/S1517-707620210004.1318
dc.identifier.instname.spa.fl_str_mv Corporación Universidad de la Costa
dc.identifier.reponame.spa.fl_str_mv REDICUC - Repositorio CUC
dc.identifier.repourl.spa.fl_str_mv https://repositorio.cuc.edu.co/
identifier_str_mv Curra, Roberto Luiz et al. Application of the maturity method to reinforced concrete roof slabs. Matéria (Rio de Janeiro) [online]. 2021, v. 26, n. 04 [Accessed 10 June 2022] , e13118. Available from: <https://doi.org/10.1590/S1517-707620210004.1318>. Epub 05 Jan 2022. ISSN 1517-7076. https://doi.org/10.1590/S1517-707620210004.1318.
1517-7076
10.1590/S1517-707620210004.1318
Corporación Universidad de la Costa
REDICUC - Repositorio CUC
url https://hdl.handle.net/11323/9246
https://doi.org/10.1590/S1517-707620210004.1318.
https://repositorio.cuc.edu.co/
dc.language.iso.none.fl_str_mv eng
language eng
dc.relation.ispartofjournal.spa.fl_str_mv Revista Materia
dc.relation.references.spa.fl_str_mv [1] ANDRADE, J.J.O, TUTIKIAN, B.F. Resistência mecânica do concreto. In: ISAIA, Geraldo Cechella. Concreto: Ciência e Tecnologia. São Paulo: IBRACON, 2011. Ch. 17. pp. 615-651.
[2] ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. NBR 5739: Concreto - Ensaios de compressão de corpos-de-prova cilíndricos. Rio de Janeiro: Associação Brasileira de Normas Técnicas, 2007. 9 p.
[3] HASAN, M., KABIR, A. (2012). Early age tests to predict 28 days compressive strength of concrete. In: AWAM International conference on civil endineering & geohazard information zonaton. Caspian Journal of applied sciences research.
[4] BURG, R.G., “The influence of casting and curing temperature on the properties of fresh and hardened concrete”, Research and Development Bulletin RD113, Portland Cement Association, Skokie, Illlinois, U.S.A., 1996.
[5] MEHTA, P.K., MONTEIRO, P.J.M. (2014) Concreto: Microestrutura, propriedades e materiais, 2 ed, São Paulo, IBRACON, 2014 782p.
[6] NEVILLE, A.M. Propriedades do Concreto. 5°. ed. Porto Alegre: Bookman, 2015.
[7] CECCONELLO. V., TUTIKIAN, B.F. “The influence of low temperature on the evolution of concrete strength”. Revista Ibracon de estruturas e Materiais, v.5, n.1, pp.68-83, 2012.
[8] LAGUNA, L.A., IKEMATSU, P. “A influência da temperatura na desforma do concreto”. PINI web, 150. ed., 2009.
[9] EUROPEAN COMMITTEE FOR STANDARDIZARTION EN 1992-1-2: Eurocode 2: Design of concrete structures- Part 1-2- General rules- Structural fire design. Brussels: European Committee for Standardization, 2004.
[10] BUREAU OF INDIAN STANDARDS. IS 456: Plain and reinforced concrete- Code of practice- New Delhi: Bureau of Indian Standards, 2000.
[11] AUSTRALIAN STANDARD. AS 3600- Concrete structures. Sidney: Standards Australia Limited, 2009.
[12] BROWN, T.E., LEMAY, H.E., BURSTEN, B.E, et al.Chemistry: The Central Science. 11° ed. Upper Saddle River, NJ: Pearson Education, Inc., 2009.
[13] MCINTOSH, J.D., 1949, “Electrical Curing of Concrete,” Magazine of Concrete Research, vol. 1, No. 1, pp. 21-28. January, 1949.
[14] NURSE, R.W., 1949, “Steam Curing of Concrete”, Magazine of Concrete Research, v. l, v. 2, pp. 79- 88. 1949.
[15] SAUL, A.G.A. “Principles Underlying the Steam Curing of Concrete at Atmospheric Pressure,” Magazine of Concrete Research, v. 2, v. 6, pp. 127-140. March, 1951.
[16] CARINO, N.J., LEW, H.S. The maturity method: from theory to application. NIST- National Institute of Standards and Technology. Proceedings of the 2001 Structures congress & exposition, May 21-23, 19 p., 2001.
[17] BENAICHA, M., BURTSCHELL, Y., ALAOUI, A.H. “Prediction of compressive strength at early age of concrete. Application of maturity”. Journal of building engineering, v. 6, pp.119-125. 2016.
[18] GALOBARDES, I., CAVALARO, S.H., GOODIER, C.I., et al. “Maturity method to predict the evolution of the properties of sprayed concrete”. Construction and building materials, 79, pp. 357-369. 2015
[19] MALHOTRA, V.M., CARINO, N.J. “Handbook on nondestructive testing of concrete”, Abingdon: CRC Press; 2004.
[20] ZADED, S.H.B., KIM, H., HOUNSELL, S., et al. Field study of concrete maturity methodology in cold weather. doi: 10.1061/(ASCE)0733-9364(2007)133:11(827). Journal of construction engineering and management., v. 133, n.11, pp. 827-835, 2007.
[21] LAPLANTE, P., ROUSSEL, S., LECRUX, S. “Technique maturométrique: la loi d´Arrhénius au service des chantiers”, RILEM Publications, pp.323-342. 1998.
[22] LI, Q., GUAN, J., WU, Z., et al. Equivalent maturity for ambient temperature effect on fracture parameters of site-casting dam concrete. Construction and building materials, pp. 293-308. 2016.
[23] NATIONAL READY MIXED CONCRETE ASSOCIATION - NRMCA. CIP 39 – “Maturity Methods to Estimate Concrete Strength”. 2006.
[24] HANSEN, F., PETERSEN, J. “Curing of Concrete Structures". CEB Information Bulletin, p. 42. May 1977.
[25] AMERICAN SOCIETY FOR TESTING AND MATERIALS – ASTM. C1074 – “Standard Practice for Estimating Concrete Strength by the Maturity Method”, 2019.
[26] CARINO, N.J. “The maturity method”. In: CRC Handbook on nondestructive testing of Concrete, V.M. Malhotra and N.J. Carino. Eds. CRC Press, pp. 101-146. 1991.
[27] PERES, L.D.P., BARBOSA, M.P., PINTO, R.C.A. “Aplicação do método da maturidade na avaliação da resistência à compressão de peças pré-moldadas”. In: 1º Encontro nacional de pesquisa-projeto-produção em concreto pré-moldado. São Carlos, SP, Brazil, 12p. 2005.
[28] KIM, T., RENS, L. “Concrete maturity method using variable temperature curing for normal-strength concrete mixes”. II Theoretical study. Journal of materials in civil engineering. Vol 12, p. 735-741. 2008.
[29] AMERICAN SOCIETY FOR TESTING AND MATERIALS – ASTM. C1073 – “Standard Test Method for Hydraulic Activity of Slag Cement by Reaction with Alkali”, 2018.
[30] YIKICI, T.A., CHEN, H-L. R. “Use of maturity method to estimate compressive strength of mass concrete”. Construction and building materials, pp.802-812, 2015.
[31] SOUTSOS, M.N., TURU’ALLO, G., OWENS, K., et al. “Maturity testing of lightweight selfcompacting and vibrated concrete”s. Constructing and building materials, vol 47, p.118-125, 2013.
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spelling Luiz Curra, RobertoPacheco, FernandaEhrenbring, Hinoel ZamisChrist, RobertoOst Patzlaff, JefersonTrevisan, RafaelTutikian, Bernardo2022-06-13T14:17:42Z2022-06-13T14:17:42Z2021-06-30Curra, Roberto Luiz et al. Application of the maturity method to reinforced concrete roof slabs. Matéria (Rio de Janeiro) [online]. 2021, v. 26, n. 04 [Accessed 10 June 2022] , e13118. Available from: <https://doi.org/10.1590/S1517-707620210004.1318>. Epub 05 Jan 2022. ISSN 1517-7076. https://doi.org/10.1590/S1517-707620210004.1318.1517-7076https://hdl.handle.net/11323/9246https://doi.org/10.1590/S1517-707620210004.1318.10.1590/S1517-707620210004.1318Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/The maturity method is a procedure that associates the evolution of the temperature of concrete cast to the structure and the evolution of its hardened state properties like compressive strength, usually at early ages. Its use is justified when safety and agility are required for activities like prestressing, shoring removal, demolding and low temperature concrete curing analysis. Temperate regions are known for having lower temperatures during the winter, which can delay concrete strength gains. The aim of this study was to apply the maturity method to a reinforced concrete structure located in Southern Brazil in industrial construction. It was noted that the concrete, despite being expected to reach 30 MPa at 28 days, managed to reach 70% of the strength at 8.5 days for slab 1. Slab 2, whose function was to support garners 4, 5 and 6, presented the data at 4.4 days, it being possible to measure such property using the maturity method.O método da maturidade é um procedimento que associa a evolução da temperatura do concreto e o avanço de suas propriedades no estado endurecido, como a resistência à compressão, geralmente em idades iniciais. Sua aplicação é justificada quando se requer segurança e agilidade para tarefas de construção, como a protensão, a remoção do escoramento, o desmolde e a cura de concreto em baixas temperaturas. As regiões de clima temperado são conhecidas por apresentar temperaturas mais baixas durante o inverno, o que pode retardar o ganho de resistência do concreto. Este estudo aplicou o método de maturidade em uma estrutura de concreto armado localizada no Sul do Brasil, em uma construção industrial. Se observou que o concreto, do qual se esperava o alcance de 30 MPa aos 28 dias, chegou a alcançar 70% da resistência com 8,5 dias para a laje 1 e em 4,4 dias para a laje 2, sendo possível mensurar tal propriedade utilizando o método da maturidade.12 páginasapplication/pdfengUniversidade Federal do Rio de Janeiro - UFRJBrazilAtribución 4.0 Internacional (CC BY 4.0)https://creativecommons.org/licenses/by/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Application of the maturity method to reinforced concrete roof slabsAplicação do método da maturidade em lajes de coberturaArtículo de revistahttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARThttp://purl.org/coar/version/c_970fb48d4fbd8a85http://old.scielo.br/scielo.php?pid=S1517-70762021000400357&script=sci_arttextRevista Materia[1] ANDRADE, J.J.O, TUTIKIAN, B.F. Resistência mecânica do concreto. In: ISAIA, Geraldo Cechella. Concreto: Ciência e Tecnologia. São Paulo: IBRACON, 2011. Ch. 17. pp. 615-651.[2] ASSOCIAÇÃO BRASILEIRA DE NORMAS TÉCNICAS. NBR 5739: Concreto - Ensaios de compressão de corpos-de-prova cilíndricos. Rio de Janeiro: Associação Brasileira de Normas Técnicas, 2007. 9 p.[3] HASAN, M., KABIR, A. (2012). Early age tests to predict 28 days compressive strength of concrete. In: AWAM International conference on civil endineering & geohazard information zonaton. Caspian Journal of applied sciences research.[4] BURG, R.G., “The influence of casting and curing temperature on the properties of fresh and hardened concrete”, Research and Development Bulletin RD113, Portland Cement Association, Skokie, Illlinois, U.S.A., 1996.[5] MEHTA, P.K., MONTEIRO, P.J.M. (2014) Concreto: Microestrutura, propriedades e materiais, 2 ed, São Paulo, IBRACON, 2014 782p.[6] NEVILLE, A.M. Propriedades do Concreto. 5°. ed. Porto Alegre: Bookman, 2015.[7] CECCONELLO. V., TUTIKIAN, B.F. “The influence of low temperature on the evolution of concrete strength”. Revista Ibracon de estruturas e Materiais, v.5, n.1, pp.68-83, 2012.[8] LAGUNA, L.A., IKEMATSU, P. “A influência da temperatura na desforma do concreto”. PINI web, 150. ed., 2009.[9] EUROPEAN COMMITTEE FOR STANDARDIZARTION EN 1992-1-2: Eurocode 2: Design of concrete structures- Part 1-2- General rules- Structural fire design. Brussels: European Committee for Standardization, 2004.[10] BUREAU OF INDIAN STANDARDS. IS 456: Plain and reinforced concrete- Code of practice- New Delhi: Bureau of Indian Standards, 2000.[11] AUSTRALIAN STANDARD. AS 3600- Concrete structures. Sidney: Standards Australia Limited, 2009.[12] BROWN, T.E., LEMAY, H.E., BURSTEN, B.E, et al.Chemistry: The Central Science. 11° ed. Upper Saddle River, NJ: Pearson Education, Inc., 2009.[13] MCINTOSH, J.D., 1949, “Electrical Curing of Concrete,” Magazine of Concrete Research, vol. 1, No. 1, pp. 21-28. January, 1949.[14] NURSE, R.W., 1949, “Steam Curing of Concrete”, Magazine of Concrete Research, v. l, v. 2, pp. 79- 88. 1949.[15] SAUL, A.G.A. “Principles Underlying the Steam Curing of Concrete at Atmospheric Pressure,” Magazine of Concrete Research, v. 2, v. 6, pp. 127-140. March, 1951.[16] CARINO, N.J., LEW, H.S. The maturity method: from theory to application. NIST- National Institute of Standards and Technology. Proceedings of the 2001 Structures congress & exposition, May 21-23, 19 p., 2001.[17] BENAICHA, M., BURTSCHELL, Y., ALAOUI, A.H. “Prediction of compressive strength at early age of concrete. Application of maturity”. Journal of building engineering, v. 6, pp.119-125. 2016.[18] GALOBARDES, I., CAVALARO, S.H., GOODIER, C.I., et al. “Maturity method to predict the evolution of the properties of sprayed concrete”. Construction and building materials, 79, pp. 357-369. 2015[19] MALHOTRA, V.M., CARINO, N.J. “Handbook on nondestructive testing of concrete”, Abingdon: CRC Press; 2004.[20] ZADED, S.H.B., KIM, H., HOUNSELL, S., et al. Field study of concrete maturity methodology in cold weather. doi: 10.1061/(ASCE)0733-9364(2007)133:11(827). Journal of construction engineering and management., v. 133, n.11, pp. 827-835, 2007.[21] LAPLANTE, P., ROUSSEL, S., LECRUX, S. “Technique maturométrique: la loi d´Arrhénius au service des chantiers”, RILEM Publications, pp.323-342. 1998.[22] LI, Q., GUAN, J., WU, Z., et al. Equivalent maturity for ambient temperature effect on fracture parameters of site-casting dam concrete. Construction and building materials, pp. 293-308. 2016.[23] NATIONAL READY MIXED CONCRETE ASSOCIATION - NRMCA. CIP 39 – “Maturity Methods to Estimate Concrete Strength”. 2006.[24] HANSEN, F., PETERSEN, J. “Curing of Concrete Structures". CEB Information Bulletin, p. 42. May 1977.[25] AMERICAN SOCIETY FOR TESTING AND MATERIALS – ASTM. C1074 – “Standard Practice for Estimating Concrete Strength by the Maturity Method”, 2019.[26] CARINO, N.J. “The maturity method”. In: CRC Handbook on nondestructive testing of Concrete, V.M. Malhotra and N.J. Carino. Eds. CRC Press, pp. 101-146. 1991.[27] PERES, L.D.P., BARBOSA, M.P., PINTO, R.C.A. “Aplicação do método da maturidade na avaliação da resistência à compressão de peças pré-moldadas”. In: 1º Encontro nacional de pesquisa-projeto-produção em concreto pré-moldado. São Carlos, SP, Brazil, 12p. 2005.[28] KIM, T., RENS, L. “Concrete maturity method using variable temperature curing for normal-strength concrete mixes”. II Theoretical study. Journal of materials in civil engineering. Vol 12, p. 735-741. 2008.[29] AMERICAN SOCIETY FOR TESTING AND MATERIALS – ASTM. C1073 – “Standard Test Method for Hydraulic Activity of Slag Cement by Reaction with Alkali”, 2018.[30] YIKICI, T.A., CHEN, H-L. R. “Use of maturity method to estimate compressive strength of mass concrete”. Construction and building materials, pp.802-812, 2015.[31] SOUTSOS, M.N., TURU’ALLO, G., OWENS, K., et al. “Maturity testing of lightweight selfcompacting and vibrated concrete”s. Constructing and building materials, vol 47, p.118-125, 2013.121426Maturity methodConcreteCompressive strengthConcretoDurabilidadeAnálise estatísticaEspecificação técnicaPublicationORIGINALApplication of the maturity method to.pdfApplication of the maturity method to.pdfapplication/pdf795946https://repositorio.cuc.edu.co/bitstreams/0effe13d-3a63-4977-ba2e-ae552df4cf2d/downloaddd17a3fd69473b8200bed38fc8f6f143MD51LICENSElicense.txtlicense.txttext/plain; charset=utf-83196https://repositorio.cuc.edu.co/bitstreams/f503d1ee-3252-49b0-a5a8-cf4839c7cddc/downloade30e9215131d99561d40d6b0abbe9badMD52TEXTApplication of the maturity method to.pdf.txtApplication of the maturity method to.pdf.txttext/plain31180https://repositorio.cuc.edu.co/bitstreams/8a4220b0-b1d4-44f3-8ccd-d7d95e35135e/download92086d422c5174327a72118b4fff0ed1MD53THUMBNAILApplication of the maturity method to.pdf.jpgApplication of the maturity method 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