Estudo da formação da etringita tardia em concreto por calor de hidratação do cimento

Detalhes bibliográficos
Autor(a) principal: Melo, Sandra Kurotusch de
Data de Publicação: 2010
Tipo de documento: Dissertação
Idioma: por
Título da fonte: Repositório Institucional da UFG
Texto Completo: http://repositorio.bc.ufg.br/tede/handle/tede/4464
Resumo: Delayed ettringite formation (DEF) is a special type of an internal sulfate attack with SO42- ions from cement. This process is distinguished by neoformation of ettringite in concrete thermally cured at high temperature levels and exposed to high moisture in service life. This phenomenon can promote expansion and cracking, leading to rupture and spalling, achieving severe deterioration. This research had an experimental approach with the purpose to investigate DEF in concretes with pozzolanic Portland cement containing fly ash. These concretes were undergone to temperature rise by heat of hydration. It was produced two types of pumped concrete with cement content of 350 kg/m3 and 450 kg/m3 containing basaltic aggregate. Two big specimens were cast containing 200 liters of concrete and were immediately submitted to adiabatic temperature rise tests. After that, several specimens were drilled from them in order to evaluate compressive strength and elasticity modulus, as well as microstructural investigations by scanning electron microscopy (SEM) and X Ray diffraction (XRD) along 270 days. In addition, it was cast several cylindrical and prismatic samples with concrete containing 350 kg/m3of cement. Some of them were stored at the same condition of those during the thermal cure and others were conditioned in a moist room as reference, for properties and microstructural investigation. Prismatic ones were submitted to mass variation study, ultrasonic wave tests and also expansion tests. In order to complement this experimental program, a specific study on cement pastes was performed. This involved casting three series of cylindrical samples submitted to different cure cycles followed by evaluation of mass variation, ultrasonic velocity and also microstructure investigation by SEM and XRD. Main results proved that rising internal temperature of concrete by hydration heat above 60ºC promote delayed ettringite formation by microstructural analyses, although this formation had not caused negative consequences on mechanic properties of concretes up to age of 270 days evaluated. The study on the cement pastes confirmed that high temperatures affects the microstructure of cement matrix and also the formed products, collaborating to the formation of hydrated alumina phases besides ettringite. The presence of suggestive thaumasite at advanced ages seems to indicate that this calcium silicate sulfo-carbonate hydrate can accompany DEF process.
id UFG-2_9d32368f4c70770f71483651b42a2c85
oai_identifier_str oai:repositorio.bc.ufg.br:tede/4464
network_acronym_str UFG-2
network_name_str Repositório Institucional da UFG
repository_id_str
spelling Hasparyk, Nicole Paganhttp://lattes.cnpq.br/4932240949129648Carasek, HelenaHasparyk, . Nicole PaganCarasek , HelenaAraújo , Daniel de LimaDal Molin , Denise C. C. Dal Molinhttp://lattes.cnpq.br/6488530251470698Melo, Sandra Kurotusch de2015-04-27T15:28:35Z2010-07-05MELO, S. K. Estudo da formação da etringita tardia em concreto por calor de hidratação do cimento. 2010. 286 f. Dissertação (Mestrado em Geotecnia, Estruturas e Construção Civil) - Universidade Federal de Goiás, Goiânia, 2010.http://repositorio.bc.ufg.br/tede/handle/tede/4464Delayed ettringite formation (DEF) is a special type of an internal sulfate attack with SO42- ions from cement. This process is distinguished by neoformation of ettringite in concrete thermally cured at high temperature levels and exposed to high moisture in service life. This phenomenon can promote expansion and cracking, leading to rupture and spalling, achieving severe deterioration. This research had an experimental approach with the purpose to investigate DEF in concretes with pozzolanic Portland cement containing fly ash. These concretes were undergone to temperature rise by heat of hydration. It was produced two types of pumped concrete with cement content of 350 kg/m3 and 450 kg/m3 containing basaltic aggregate. Two big specimens were cast containing 200 liters of concrete and were immediately submitted to adiabatic temperature rise tests. After that, several specimens were drilled from them in order to evaluate compressive strength and elasticity modulus, as well as microstructural investigations by scanning electron microscopy (SEM) and X Ray diffraction (XRD) along 270 days. In addition, it was cast several cylindrical and prismatic samples with concrete containing 350 kg/m3of cement. Some of them were stored at the same condition of those during the thermal cure and others were conditioned in a moist room as reference, for properties and microstructural investigation. Prismatic ones were submitted to mass variation study, ultrasonic wave tests and also expansion tests. In order to complement this experimental program, a specific study on cement pastes was performed. This involved casting three series of cylindrical samples submitted to different cure cycles followed by evaluation of mass variation, ultrasonic velocity and also microstructure investigation by SEM and XRD. Main results proved that rising internal temperature of concrete by hydration heat above 60ºC promote delayed ettringite formation by microstructural analyses, although this formation had not caused negative consequences on mechanic properties of concretes up to age of 270 days evaluated. The study on the cement pastes confirmed that high temperatures affects the microstructure of cement matrix and also the formed products, collaborating to the formation of hydrated alumina phases besides ettringite. The presence of suggestive thaumasite at advanced ages seems to indicate that this calcium silicate sulfo-carbonate hydrate can accompany DEF process.A formação da etringita tardia - Delayed Ettringite Formation (DEF) é um tipo especial de ataque por sulfato interno, em que os íons SO42- são provenientes do cimento. O processo se distingue pela neoformação da etringita em concretos curados termicamente às elevadas temperaturas e expostos às altas umidades na etapa de serviço. Tal fenômeno pode promover expansão e consequente fissuração, culminando na ruptura e lascamento do material, levando-o à severa deterioração. Este trabalho, de caráter experimental, objetivou investigar a formação da etringita tardia em concretos de cimento Porltand pozolânico, contendo cinza volante, submetido à elevação da temperatura devido ao calor de hidratação do cimento. Para isso, foram produzidos dois concretos bombeados, contendo agregados basálticos, e com consumos de cimento de 350 kg/m3 e 450 kg/m3, com os quais foram moldados dois corpos-de-prova (CPs) de 200 litros, que foram, separadamente, submetidos aos ensaios de elevação adiabática de temperatura. Após o ciclo de cura térmica nestes ensaios, deles foram extraídos corpos-de-prova para a avaliação da resistência à compressão e módulo de elasticidade, além de investigações microestruturais por microscopia eletrônica de varredura (MEV) e difração de Raios X (DRX) durante 270 dias. Adicionalmente, foram moldadas duas séries de corpos-de-prova cilíndricos e prismáticos com o primeiro concreto, sendo que uma foi armazenada na câmara adiabática juntamente com o CP de 200 L e a outra curada continuamente em câmara úmida, servindo de referência para as análises do comportamento mecânico e investigações microestruturais dos CPs cilíndricos. Os CPs prismáticos foram utilizados para a avaliação da variação de massa, velocidade ultrassônica e expansão. Para complementar a pesquisa, realizou-se, também, um estudo específico em pastas de cimento, sendo moldadas três séries de CPs cilíndricos, que foram submetidas a três diferentes ciclos de cura seguidas por uma avaliação da variação de massa e velocidade ultrassônica, além de investigações microestruturais por MEV e DRX. Os principais resultados mostraram que o aumento da temperatura interna do concreto, acima de 60ºC, por calor de hidratação do cimento, propiciou a formação da etringita tardia, constatada pela presença de etringita neoformada durante as análises microestruturais, porém sem efeito negativo sobre as propriedades mecânicas avaliadas até a idade investigada de 270 dias. O estudo de pasta comprovou que as altas temperaturas influem na porosidade da microestrutura da matriz cimentícia e sobre o tipo de produto formado, favorecendo a formação de aluminatos hidratados ao final do ciclo térmico e da etringita durante a estocagem sob alta umidade. A sugestiva presença da taumasita, em idades mais avançadas, parece indicar que este sulfocarbonato de cálcio e sílica hidratado pode acompanhar o processo de DEF.Submitted by Luciana Ferreira (lucgeral@gmail.com) on 2015-04-27T15:25:17Z No. of bitstreams: 3 Dissertação - Sandra Kurotusch de Melo - 2010 - (1).pdf: 4813708 bytes, checksum: 1d9f47d43918bba38729e74a5014833d (MD5) Dissertação - Sandra Kurotusch de Melo - 2010 - (2).pdf: 12360828 bytes, checksum: 0c969028600897645eaa255c2ea06346 (MD5) license_rdf: 23148 bytes, checksum: 9da0b6dfac957114c6a7714714b86306 (MD5)Approved for entry into archive by Luciana Ferreira (lucgeral@gmail.com) on 2015-04-27T15:28:35Z (GMT) No. of bitstreams: 3 Dissertação - Sandra Kurotusch de Melo - 2010 - (1).pdf: 4813708 bytes, checksum: 1d9f47d43918bba38729e74a5014833d (MD5) Dissertação - Sandra Kurotusch de Melo - 2010 - (2).pdf: 12360828 bytes, checksum: 0c969028600897645eaa255c2ea06346 (MD5) license_rdf: 23148 bytes, checksum: 9da0b6dfac957114c6a7714714b86306 (MD5)Made available in DSpace on 2015-04-27T15:28:35Z (GMT). No. of bitstreams: 3 Dissertação - Sandra Kurotusch de Melo - 2010 - (1).pdf: 4813708 bytes, checksum: 1d9f47d43918bba38729e74a5014833d (MD5) Dissertação - Sandra Kurotusch de Melo - 2010 - (2).pdf: 12360828 bytes, checksum: 0c969028600897645eaa255c2ea06346 (MD5) license_rdf: 23148 bytes, checksum: 9da0b6dfac957114c6a7714714b86306 (MD5) Previous issue date: 2010-07-05Coordenação de Aperfeiçoamento de Pessoal de Nível Superior - CAPESapplication/pdfhttp://repositorio.bc.ufg.br/tede/retrieve/19244/Disserta%c3%a7%c3%a3o%20-%20Sandra%20Kurotusch%20de%20Melo%20-%202010%20-%20%281%29.pdf.jpghttp://repositorio.bc.ufg.br/tede/retrieve/19246/Disserta%c3%a7%c3%a3o%20-%20Sandra%20Kurotusch%20de%20Melo%20-%202010%20-%20%282%29.pdf.jpgporUniversidade Federal de GoiásPrograma de Pós-graduação em Geotecnia, Estruturas e Construção Civil (EEC)UFGBrasilEscola de Engenharia Civil - EEC (RG)http://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccessConcretoDurabilidadeEtringita tardiaDEFSulfatoCalor de hidrataçãoConcreteDurabilityDelayed ettringiteDEFSulfateHeat of hydrationENGENHARIA CIVIL::GEOTECNICAEstudo da formação da etringita tardia em concreto por calor de hidratação do cimentoStudy of delayed ettringite formation in portland cement by hydration heatinfo:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/masterThesis691532242212822210460060060060072408725162631558587948201692532318562075167498588264571reponame:Repositório Institucional da UFGinstname:Universidade Federal de Goiás (UFG)instacron:UFGLICENSElicense.txtlicense.txttext/plain; charset=utf-82165http://repositorio.bc.ufg.br/tede/bitstreams/b385db46-62a1-421e-b7b7-dc9bba6a8b11/downloadbd3efa91386c1718a7f26a329fdcb468MD51CC-LICENSElicense_urllicense_urltext/plain; charset=utf-849http://repositorio.bc.ufg.br/tede/bitstreams/bf3a47f7-e3d2-4329-b5f3-d4244149fe08/download4afdbb8c545fd630ea7db775da747b2fMD52license_textlicense_texttext/html; charset=utf-822762http://repositorio.bc.ufg.br/tede/bitstreams/06a84ba6-612f-4520-ba80-c532ba511d34/downloadfda13080e892f3f68def2b8b70227968MD53license_rdflicense_rdfapplication/rdf+xml; charset=utf-823148http://repositorio.bc.ufg.br/tede/bitstreams/d4f59387-9aee-4378-9dd4-99ac6736c612/download9da0b6dfac957114c6a7714714b86306MD54ORIGINALDissertação - Sandra Kurotusch de Melo - 2010 - (1).pdfDissertação - Sandra Kurotusch de Melo - 2010 - (1).pdfapplication/pdf4813708http://repositorio.bc.ufg.br/tede/bitstreams/fad63862-0ff9-4990-ad4a-449f078077aa/download1d9f47d43918bba38729e74a5014833dMD55Dissertação - Sandra Kurotusch de Melo - 2010 - (2).pdfDissertação - Sandra Kurotusch de Melo - 2010 - (2).pdfapplication/pdf12360828http://repositorio.bc.ufg.br/tede/bitstreams/888ad484-4d3b-40ab-aab7-ebf60f884006/download0c969028600897645eaa255c2ea06346MD56TEXTDissertação - Sandra Kurotusch de Melo - 2010 - (1).pdf.txtDissertação - Sandra Kurotusch de Melo - 2010 - (1).pdf.txtExtracted Texttext/plain316868http://repositorio.bc.ufg.br/tede/bitstreams/a2b5ddb8-daea-4a74-a6c6-09030bb9b6bc/download3aceccf9aaea6f5ac05afc1fde288470MD57Dissertação - Sandra Kurotusch de Melo - 2010 - (2).pdf.txtDissertação - Sandra Kurotusch de Melo - 2010 - (2).pdf.txtExtracted Texttext/plain205431http://repositorio.bc.ufg.br/tede/bitstreams/4e1cd8e2-c2f0-4f0a-8538-5274a1ba25aa/download1461ac964112faa460ffa274ae347dd7MD59THUMBNAILDissertação - Sandra Kurotusch de Melo - 2010 - (1).pdf.jpgDissertação - Sandra Kurotusch de Melo - 2010 - (1).pdf.jpgGenerated Thumbnailimage/jpeg2415http://repositorio.bc.ufg.br/tede/bitstreams/d0ca2d75-fd11-47e9-bb50-98cc39ec4e11/download0b1e7b99b9f9ab4bfa591277e134e7a7MD58Dissertação - Sandra Kurotusch de Melo - 2010 - (2).pdf.jpgDissertação - Sandra Kurotusch de Melo - 2010 - (2).pdf.jpgGenerated Thumbnailimage/jpeg5530http://repositorio.bc.ufg.br/tede/bitstreams/59e8afd6-8c33-428f-904c-872e63654866/download92fdb20f99a8475dbcdf7d33419c3b64MD510tede/44642015-04-28 03:02:00.217http://creativecommons.org/licenses/by-nc-nd/4.0/Acesso Abertoopen.accessoai:repositorio.bc.ufg.br:tede/4464http://repositorio.bc.ufg.br/tedeRepositório InstitucionalPUBhttp://repositorio.bc.ufg.br/oai/requesttasesdissertacoes.bc@ufg.bropendoar:2015-04-28T06:02Repositório Institucional da UFG - Universidade Federal de Goiás (UFG)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
dc.title.por.fl_str_mv Estudo da formação da etringita tardia em concreto por calor de hidratação do cimento
dc.title.alternative.eng.fl_str_mv Study of delayed ettringite formation in portland cement by hydration heat
title Estudo da formação da etringita tardia em concreto por calor de hidratação do cimento
spellingShingle Estudo da formação da etringita tardia em concreto por calor de hidratação do cimento
Melo, Sandra Kurotusch de
Concreto
Durabilidade
Etringita tardia
DEF
Sulfato
Calor de hidratação
Concrete
Durability
Delayed ettringite
DEF
Sulfate
Heat of hydration
ENGENHARIA CIVIL::GEOTECNICA
title_short Estudo da formação da etringita tardia em concreto por calor de hidratação do cimento
title_full Estudo da formação da etringita tardia em concreto por calor de hidratação do cimento
title_fullStr Estudo da formação da etringita tardia em concreto por calor de hidratação do cimento
title_full_unstemmed Estudo da formação da etringita tardia em concreto por calor de hidratação do cimento
title_sort Estudo da formação da etringita tardia em concreto por calor de hidratação do cimento
author Melo, Sandra Kurotusch de
author_facet Melo, Sandra Kurotusch de
author_role author
dc.contributor.advisor1.fl_str_mv Hasparyk, Nicole Pagan
dc.contributor.advisor1Lattes.fl_str_mv http://lattes.cnpq.br/4932240949129648
dc.contributor.advisor-co1.fl_str_mv Carasek, Helena
dc.contributor.referee1.fl_str_mv Hasparyk, . Nicole Pagan
dc.contributor.referee2.fl_str_mv Carasek , Helena
dc.contributor.referee3.fl_str_mv Araújo , Daniel de Lima
dc.contributor.referee4.fl_str_mv Dal Molin , Denise C. C. Dal Molin
dc.contributor.authorLattes.fl_str_mv http://lattes.cnpq.br/6488530251470698
dc.contributor.author.fl_str_mv Melo, Sandra Kurotusch de
contributor_str_mv Hasparyk, Nicole Pagan
Carasek, Helena
Hasparyk, . Nicole Pagan
Carasek , Helena
Araújo , Daniel de Lima
Dal Molin , Denise C. C. Dal Molin
dc.subject.por.fl_str_mv Concreto
Durabilidade
Etringita tardia
DEF
Sulfato
Calor de hidratação
topic Concreto
Durabilidade
Etringita tardia
DEF
Sulfato
Calor de hidratação
Concrete
Durability
Delayed ettringite
DEF
Sulfate
Heat of hydration
ENGENHARIA CIVIL::GEOTECNICA
dc.subject.eng.fl_str_mv Concrete
Durability
Delayed ettringite
DEF
Sulfate
Heat of hydration
dc.subject.cnpq.fl_str_mv ENGENHARIA CIVIL::GEOTECNICA
description Delayed ettringite formation (DEF) is a special type of an internal sulfate attack with SO42- ions from cement. This process is distinguished by neoformation of ettringite in concrete thermally cured at high temperature levels and exposed to high moisture in service life. This phenomenon can promote expansion and cracking, leading to rupture and spalling, achieving severe deterioration. This research had an experimental approach with the purpose to investigate DEF in concretes with pozzolanic Portland cement containing fly ash. These concretes were undergone to temperature rise by heat of hydration. It was produced two types of pumped concrete with cement content of 350 kg/m3 and 450 kg/m3 containing basaltic aggregate. Two big specimens were cast containing 200 liters of concrete and were immediately submitted to adiabatic temperature rise tests. After that, several specimens were drilled from them in order to evaluate compressive strength and elasticity modulus, as well as microstructural investigations by scanning electron microscopy (SEM) and X Ray diffraction (XRD) along 270 days. In addition, it was cast several cylindrical and prismatic samples with concrete containing 350 kg/m3of cement. Some of them were stored at the same condition of those during the thermal cure and others were conditioned in a moist room as reference, for properties and microstructural investigation. Prismatic ones were submitted to mass variation study, ultrasonic wave tests and also expansion tests. In order to complement this experimental program, a specific study on cement pastes was performed. This involved casting three series of cylindrical samples submitted to different cure cycles followed by evaluation of mass variation, ultrasonic velocity and also microstructure investigation by SEM and XRD. Main results proved that rising internal temperature of concrete by hydration heat above 60ºC promote delayed ettringite formation by microstructural analyses, although this formation had not caused negative consequences on mechanic properties of concretes up to age of 270 days evaluated. The study on the cement pastes confirmed that high temperatures affects the microstructure of cement matrix and also the formed products, collaborating to the formation of hydrated alumina phases besides ettringite. The presence of suggestive thaumasite at advanced ages seems to indicate that this calcium silicate sulfo-carbonate hydrate can accompany DEF process.
publishDate 2010
dc.date.issued.fl_str_mv 2010-07-05
dc.date.accessioned.fl_str_mv 2015-04-27T15:28:35Z
dc.type.status.fl_str_mv info:eu-repo/semantics/publishedVersion
dc.type.driver.fl_str_mv info:eu-repo/semantics/masterThesis
format masterThesis
status_str publishedVersion
dc.identifier.citation.fl_str_mv MELO, S. K. Estudo da formação da etringita tardia em concreto por calor de hidratação do cimento. 2010. 286 f. Dissertação (Mestrado em Geotecnia, Estruturas e Construção Civil) - Universidade Federal de Goiás, Goiânia, 2010.
dc.identifier.uri.fl_str_mv http://repositorio.bc.ufg.br/tede/handle/tede/4464
identifier_str_mv MELO, S. K. Estudo da formação da etringita tardia em concreto por calor de hidratação do cimento. 2010. 286 f. Dissertação (Mestrado em Geotecnia, Estruturas e Construção Civil) - Universidade Federal de Goiás, Goiânia, 2010.
url http://repositorio.bc.ufg.br/tede/handle/tede/4464
dc.language.iso.fl_str_mv por
language por
dc.relation.program.fl_str_mv 6915322422128222104
dc.relation.confidence.fl_str_mv 600
600
600
600
dc.relation.department.fl_str_mv 724087251626315585
dc.relation.cnpq.fl_str_mv 8794820169253231856
dc.relation.sponsorship.fl_str_mv 2075167498588264571
dc.rights.driver.fl_str_mv http://creativecommons.org/licenses/by-nc-nd/4.0/
info:eu-repo/semantics/openAccess
rights_invalid_str_mv http://creativecommons.org/licenses/by-nc-nd/4.0/
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv application/pdf
dc.publisher.none.fl_str_mv Universidade Federal de Goiás
dc.publisher.program.fl_str_mv Programa de Pós-graduação em Geotecnia, Estruturas e Construção Civil (EEC)
dc.publisher.initials.fl_str_mv UFG
dc.publisher.country.fl_str_mv Brasil
dc.publisher.department.fl_str_mv Escola de Engenharia Civil - EEC (RG)
publisher.none.fl_str_mv Universidade Federal de Goiás
dc.source.none.fl_str_mv reponame:Repositório Institucional da UFG
instname:Universidade Federal de Goiás (UFG)
instacron:UFG
instname_str Universidade Federal de Goiás (UFG)
instacron_str UFG
institution UFG
reponame_str Repositório Institucional da UFG
collection Repositório Institucional da UFG
bitstream.url.fl_str_mv http://repositorio.bc.ufg.br/tede/bitstreams/b385db46-62a1-421e-b7b7-dc9bba6a8b11/download
http://repositorio.bc.ufg.br/tede/bitstreams/bf3a47f7-e3d2-4329-b5f3-d4244149fe08/download
http://repositorio.bc.ufg.br/tede/bitstreams/06a84ba6-612f-4520-ba80-c532ba511d34/download
http://repositorio.bc.ufg.br/tede/bitstreams/d4f59387-9aee-4378-9dd4-99ac6736c612/download
http://repositorio.bc.ufg.br/tede/bitstreams/fad63862-0ff9-4990-ad4a-449f078077aa/download
http://repositorio.bc.ufg.br/tede/bitstreams/888ad484-4d3b-40ab-aab7-ebf60f884006/download
http://repositorio.bc.ufg.br/tede/bitstreams/a2b5ddb8-daea-4a74-a6c6-09030bb9b6bc/download
http://repositorio.bc.ufg.br/tede/bitstreams/4e1cd8e2-c2f0-4f0a-8538-5274a1ba25aa/download
http://repositorio.bc.ufg.br/tede/bitstreams/d0ca2d75-fd11-47e9-bb50-98cc39ec4e11/download
http://repositorio.bc.ufg.br/tede/bitstreams/59e8afd6-8c33-428f-904c-872e63654866/download
bitstream.checksum.fl_str_mv bd3efa91386c1718a7f26a329fdcb468
4afdbb8c545fd630ea7db775da747b2f
fda13080e892f3f68def2b8b70227968
9da0b6dfac957114c6a7714714b86306
1d9f47d43918bba38729e74a5014833d
0c969028600897645eaa255c2ea06346
3aceccf9aaea6f5ac05afc1fde288470
1461ac964112faa460ffa274ae347dd7
0b1e7b99b9f9ab4bfa591277e134e7a7
92fdb20f99a8475dbcdf7d33419c3b64
bitstream.checksumAlgorithm.fl_str_mv MD5
MD5
MD5
MD5
MD5
MD5
MD5
MD5
MD5
MD5
repository.name.fl_str_mv Repositório Institucional da UFG - Universidade Federal de Goiás (UFG)
repository.mail.fl_str_mv tasesdissertacoes.bc@ufg.br
_version_ 1798044397031391232