Effect of cellulose microcrystalline particles on properties of cement based composites

Autores
Gomez Hoyos, Catalina; Cristia, Emilien; Vazquez, Analia
Año de publicación
2013
Idioma
inglés
Tipo de recurso
artículo
Estado
versión publicada
Descripción
The hydrophilic character and water retention capability of cellulose microcrystalline particles (MCC), are useful properties to achieve new developments in cement based materials. This work evaluates the influence of interactions between MCC, cement particles, hydration products and water; on rheology, hydration kinetic, microstructure and mechanical properties of cement based materials. The effect of MCC on mechanical properties of cement mortars with 0 wt% and 3 wt% of MCC, were evaluated by flexural and compression tests within two curing procedures (i) regular curing: specimens were cured 28 days into lime stone saturated solution at room temperature (ii) accelerated curing: specimens were cured into a lime stone saturates solution for 7 days at room temperature followed by 7 days at 50 oC. Finally they were kept in a dry oven at 60 oC for 48 h. Thermogravimetric analysis was used to characterize the effect of curing procedure and MCC addition on hydration degree of cement materials with 0 wt% and 3 wt% of MCC. Results showed that interactions between MCC, cement particles, hydration products and water decreased the workability and delayed the hydration reaction. Additionally, results from thermogravimetric analysis showed that both accelerated curing and MCC addition increased the hydration degree of cement materials because the increase in temperature during the curing process and because MCC release its water content, contributing to hydration process.
Fil: Gomez Hoyos, Catalina. Consejo Nacional de Investigaciones Científicas y Técnicas. Oficina de Coordinación Administrativa Houssay. Instituto de Tecnologías y Ciencias de la Ingeniería; Argentina
Fil: Cristia, Emilien. École Normale Supérieure de Cachan. Département Génie Civil; Francia
Fil: Vazquez, Analia. Consejo Nacional de Investigaciones Cientificas y Tecnicas. Oficina de Coordinacion Administrativa Houssay. Instituto de Tecnologia En Polimeros y Nanotecnologia; Argentina
Materia
Cellulos Micro Crystalline
Cement
Rheology
Hydration
Nivel de accesibilidad
acceso abierto
Condiciones de uso
https://creativecommons.org/licenses/by-nc-nd/2.5/ar/
Repositorio
CONICET Digital (CONICET)
Institución
Consejo Nacional de Investigaciones Científicas y Técnicas
OAI Identificador
oai:ri.conicet.gov.ar:11336/6568
Acceder
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oai_identifier_str oai:ri.conicet.gov.ar:11336/6568
network_acronym_str CONICETDig
repository_id_str 3498
network_name_str CONICET Digital (CONICET)
spelling Effect of cellulose microcrystalline particles on properties of cement based compositesGomez Hoyos, CatalinaCristia, EmilienVazquez, AnaliaCellulos Micro CrystallineCementRheologyHydrationhttps://purl.org/becyt/ford/2.10https://purl.org/becyt/ford/2The hydrophilic character and water retention capability of cellulose microcrystalline particles (MCC), are useful properties to achieve new developments in cement based materials. This work evaluates the influence of interactions between MCC, cement particles, hydration products and water; on rheology, hydration kinetic, microstructure and mechanical properties of cement based materials. The effect of MCC on mechanical properties of cement mortars with 0 wt% and 3 wt% of MCC, were evaluated by flexural and compression tests within two curing procedures (i) regular curing: specimens were cured 28 days into lime stone saturated solution at room temperature (ii) accelerated curing: specimens were cured into a lime stone saturates solution for 7 days at room temperature followed by 7 days at 50 oC. Finally they were kept in a dry oven at 60 oC for 48 h. Thermogravimetric analysis was used to characterize the effect of curing procedure and MCC addition on hydration degree of cement materials with 0 wt% and 3 wt% of MCC. Results showed that interactions between MCC, cement particles, hydration products and water decreased the workability and delayed the hydration reaction. Additionally, results from thermogravimetric analysis showed that both accelerated curing and MCC addition increased the hydration degree of cement materials because the increase in temperature during the curing process and because MCC release its water content, contributing to hydration process.Fil: Gomez Hoyos, Catalina. Consejo Nacional de Investigaciones Científicas y Técnicas. Oficina de Coordinación Administrativa Houssay. Instituto de Tecnologías y Ciencias de la Ingeniería; ArgentinaFil: Cristia, Emilien. École Normale Supérieure de Cachan. Département Génie Civil; FranciaFil: Vazquez, Analia. Consejo Nacional de Investigaciones Cientificas y Tecnicas. Oficina de Coordinacion Administrativa Houssay. Instituto de Tecnologia En Polimeros y Nanotecnologia; ArgentinaElsevier2013-09info:eu-repo/semantics/articleinfo:eu-repo/semantics/publishedVersionhttp://purl.org/coar/resource_type/c_6501info:ar-repo/semantics/articuloapplication/pdfapplication/pdfhttp://hdl.handle.net/11336/6568Gomez Hoyos, Catalina; Cristia, Emilien; Vazquez, Analia; Effect of cellulose microcrystalline particles on properties of cement based composites; Elsevier; Materials & Design; 51; 9-2013; 810-8180261-3069enginfo:eu-repo/semantics/altIdentifier/url/http://www.sciencedirect.com/science/article/pii/S026130691300383Xinfo:eu-repo/semantics/altIdentifier/doi/10.1016/j.matdes.2013.04.060info:eu-repo/semantics/altIdentifier/doi/info:eu-repo/semantics/openAccesshttps://creativecommons.org/licenses/by-nc-nd/2.5/ar/reponame:CONICET Digital (CONICET)instname:Consejo Nacional de Investigaciones Científicas y Técnicas2025-09-29T10:39:45Zoai:ri.conicet.gov.ar:11336/6568instacron:CONICETInstitucionalhttp://ri.conicet.gov.ar/Organismo científico-tecnológicoNo correspondehttp://ri.conicet.gov.ar/oai/requestdasensio@conicet.gov.ar; lcarlino@conicet.gov.arArgentinaNo correspondeNo correspondeNo correspondeopendoar:34982025-09-29 10:39:45.822CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicasfalse
dc.title.none.fl_str_mv Effect of cellulose microcrystalline particles on properties of cement based composites
title Effect of cellulose microcrystalline particles on properties of cement based composites
spellingShingle Effect of cellulose microcrystalline particles on properties of cement based composites
Gomez Hoyos, Catalina
Cellulos Micro Crystalline
Cement
Rheology
Hydration
title_short Effect of cellulose microcrystalline particles on properties of cement based composites
title_full Effect of cellulose microcrystalline particles on properties of cement based composites
title_fullStr Effect of cellulose microcrystalline particles on properties of cement based composites
title_full_unstemmed Effect of cellulose microcrystalline particles on properties of cement based composites
title_sort Effect of cellulose microcrystalline particles on properties of cement based composites
dc.creator.none.fl_str_mv Gomez Hoyos, Catalina
Cristia, Emilien
Vazquez, Analia
author Gomez Hoyos, Catalina
author_facet Gomez Hoyos, Catalina
Cristia, Emilien
Vazquez, Analia
author_role author
author2 Cristia, Emilien
Vazquez, Analia
author2_role author
author
dc.subject.none.fl_str_mv Cellulos Micro Crystalline
Cement
Rheology
Hydration
topic Cellulos Micro Crystalline
Cement
Rheology
Hydration
purl_subject.fl_str_mv https://purl.org/becyt/ford/2.10
https://purl.org/becyt/ford/2
dc.description.none.fl_txt_mv The hydrophilic character and water retention capability of cellulose microcrystalline particles (MCC), are useful properties to achieve new developments in cement based materials. This work evaluates the influence of interactions between MCC, cement particles, hydration products and water; on rheology, hydration kinetic, microstructure and mechanical properties of cement based materials. The effect of MCC on mechanical properties of cement mortars with 0 wt% and 3 wt% of MCC, were evaluated by flexural and compression tests within two curing procedures (i) regular curing: specimens were cured 28 days into lime stone saturated solution at room temperature (ii) accelerated curing: specimens were cured into a lime stone saturates solution for 7 days at room temperature followed by 7 days at 50 oC. Finally they were kept in a dry oven at 60 oC for 48 h. Thermogravimetric analysis was used to characterize the effect of curing procedure and MCC addition on hydration degree of cement materials with 0 wt% and 3 wt% of MCC. Results showed that interactions between MCC, cement particles, hydration products and water decreased the workability and delayed the hydration reaction. Additionally, results from thermogravimetric analysis showed that both accelerated curing and MCC addition increased the hydration degree of cement materials because the increase in temperature during the curing process and because MCC release its water content, contributing to hydration process.
Fil: Gomez Hoyos, Catalina. Consejo Nacional de Investigaciones Científicas y Técnicas. Oficina de Coordinación Administrativa Houssay. Instituto de Tecnologías y Ciencias de la Ingeniería; Argentina
Fil: Cristia, Emilien. École Normale Supérieure de Cachan. Département Génie Civil; Francia
Fil: Vazquez, Analia. Consejo Nacional de Investigaciones Cientificas y Tecnicas. Oficina de Coordinacion Administrativa Houssay. Instituto de Tecnologia En Polimeros y Nanotecnologia; Argentina
description The hydrophilic character and water retention capability of cellulose microcrystalline particles (MCC), are useful properties to achieve new developments in cement based materials. This work evaluates the influence of interactions between MCC, cement particles, hydration products and water; on rheology, hydration kinetic, microstructure and mechanical properties of cement based materials. The effect of MCC on mechanical properties of cement mortars with 0 wt% and 3 wt% of MCC, were evaluated by flexural and compression tests within two curing procedures (i) regular curing: specimens were cured 28 days into lime stone saturated solution at room temperature (ii) accelerated curing: specimens were cured into a lime stone saturates solution for 7 days at room temperature followed by 7 days at 50 oC. Finally they were kept in a dry oven at 60 oC for 48 h. Thermogravimetric analysis was used to characterize the effect of curing procedure and MCC addition on hydration degree of cement materials with 0 wt% and 3 wt% of MCC. Results showed that interactions between MCC, cement particles, hydration products and water decreased the workability and delayed the hydration reaction. Additionally, results from thermogravimetric analysis showed that both accelerated curing and MCC addition increased the hydration degree of cement materials because the increase in temperature during the curing process and because MCC release its water content, contributing to hydration process.
publishDate 2013
dc.date.none.fl_str_mv 2013-09
dc.type.none.fl_str_mv info:eu-repo/semantics/article
info:eu-repo/semantics/publishedVersion
http://purl.org/coar/resource_type/c_6501
info:ar-repo/semantics/articulo
format article
status_str publishedVersion
dc.identifier.none.fl_str_mv http://hdl.handle.net/11336/6568
Gomez Hoyos, Catalina; Cristia, Emilien; Vazquez, Analia; Effect of cellulose microcrystalline particles on properties of cement based composites; Elsevier; Materials & Design; 51; 9-2013; 810-818
0261-3069
url http://hdl.handle.net/11336/6568
identifier_str_mv Gomez Hoyos, Catalina; Cristia, Emilien; Vazquez, Analia; Effect of cellulose microcrystalline particles on properties of cement based composites; Elsevier; Materials & Design; 51; 9-2013; 810-818
0261-3069
dc.language.none.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv info:eu-repo/semantics/altIdentifier/url/http://www.sciencedirect.com/science/article/pii/S026130691300383X
info:eu-repo/semantics/altIdentifier/doi/10.1016/j.matdes.2013.04.060
info:eu-repo/semantics/altIdentifier/doi/
dc.rights.none.fl_str_mv info:eu-repo/semantics/openAccess
https://creativecommons.org/licenses/by-nc-nd/2.5/ar/
eu_rights_str_mv openAccess
rights_invalid_str_mv https://creativecommons.org/licenses/by-nc-nd/2.5/ar/
dc.format.none.fl_str_mv application/pdf
application/pdf
dc.publisher.none.fl_str_mv Elsevier
publisher.none.fl_str_mv Elsevier
dc.source.none.fl_str_mv reponame:CONICET Digital (CONICET)
instname:Consejo Nacional de Investigaciones Científicas y Técnicas
reponame_str CONICET Digital (CONICET)
collection CONICET Digital (CONICET)
instname_str Consejo Nacional de Investigaciones Científicas y Técnicas
repository.name.fl_str_mv CONICET Digital (CONICET) - Consejo Nacional de Investigaciones Científicas y Técnicas
repository.mail.fl_str_mv dasensio@conicet.gov.ar; lcarlino@conicet.gov.ar
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score 13.070432

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