New mathematical modelling for grain size distribution adjustment in concrete

Detalhes bibliográficos
Autor(a) principal: Cruz, C. M.
Data de Publicação: 2019
Outros Autores: Morais, E. M. [UNESP], Grillo, R. H.F., Roveri, C. D., Maestrelli, S. C.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://dx.doi.org/10.1590/0366-6913201965S12567
http://hdl.handle.net/11449/189153
Resumo: Concrete used in civil engineering is a composite obtained from the combination of coarse and fine aggregates, cement and water, and its cost and quality are normally associated to the proportion of its constituents (ceramic formulation), as well as the reduction of water consumption. The aggregates used in concrete may have diverse origins, and the syenite extracted at Pedra Branca Alkaline Massif is one of the materials that can be used for this substitution. In order to do so, a reference formulation of concrete was calculated and optimized using the mathematical models of Andreasen, and syenite was added substituting 25, 50, 75 and 100% of the fine aggregate. In order to maintain the original granulometric distribution, an algorithm was developed to compensate the different particle size distributions. The grain size correction guaranteed the maintenance of the original properties of the concrete, reaching values of mechanical strength above 35 MPa.
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spelling New mathematical modelling for grain size distribution adjustment in concreteAlgorithmConcreteMechanical propertiesPacking equationsSyeniteConcrete used in civil engineering is a composite obtained from the combination of coarse and fine aggregates, cement and water, and its cost and quality are normally associated to the proportion of its constituents (ceramic formulation), as well as the reduction of water consumption. The aggregates used in concrete may have diverse origins, and the syenite extracted at Pedra Branca Alkaline Massif is one of the materials that can be used for this substitution. In order to do so, a reference formulation of concrete was calculated and optimized using the mathematical models of Andreasen, and syenite was added substituting 25, 50, 75 and 100% of the fine aggregate. In order to maintain the original granulometric distribution, an algorithm was developed to compensate the different particle size distributions. The grain size correction guaranteed the maintenance of the original properties of the concrete, reaching values of mechanical strength above 35 MPa.University of São Paulo FZEA, Av. Duque de Caxias Norte 225Institute for Theoretical Physics UNESPFederal Institute of Sul de MinasFederal University of AlfenasInstitute for Theoretical Physics UNESPUniversidade de São Paulo (USP)Universidade Estadual Paulista (Unesp)Federal Institute of Sul de MinasFederal University of AlfenasCruz, C. M.Morais, E. M. [UNESP]Grillo, R. H.F.Roveri, C. D.Maestrelli, S. C.2019-10-06T16:31:27Z2019-10-06T16:31:27Z2019-01-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article54-57application/pdfhttp://dx.doi.org/10.1590/0366-6913201965S12567Ceramica, v. 65, p. 54-57.1678-45530366-6913http://hdl.handle.net/11449/18915310.1590/0366-6913201965S12567S0366-691320190005000542-s2.0-85066054200S0366-69132019000500054.pdfScopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengCeramicainfo:eu-repo/semantics/openAccess2023-11-29T06:17:22Zoai:repositorio.unesp.br:11449/189153Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T19:05:38.055029Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv New mathematical modelling for grain size distribution adjustment in concrete
title New mathematical modelling for grain size distribution adjustment in concrete
spellingShingle New mathematical modelling for grain size distribution adjustment in concrete
Cruz, C. M.
Algorithm
Concrete
Mechanical properties
Packing equations
Syenite
title_short New mathematical modelling for grain size distribution adjustment in concrete
title_full New mathematical modelling for grain size distribution adjustment in concrete
title_fullStr New mathematical modelling for grain size distribution adjustment in concrete
title_full_unstemmed New mathematical modelling for grain size distribution adjustment in concrete
title_sort New mathematical modelling for grain size distribution adjustment in concrete
author Cruz, C. M.
author_facet Cruz, C. M.
Morais, E. M. [UNESP]
Grillo, R. H.F.
Roveri, C. D.
Maestrelli, S. C.
author_role author
author2 Morais, E. M. [UNESP]
Grillo, R. H.F.
Roveri, C. D.
Maestrelli, S. C.
author2_role author
author
author
author
dc.contributor.none.fl_str_mv Universidade de São Paulo (USP)
Universidade Estadual Paulista (Unesp)
Federal Institute of Sul de Minas
Federal University of Alfenas
dc.contributor.author.fl_str_mv Cruz, C. M.
Morais, E. M. [UNESP]
Grillo, R. H.F.
Roveri, C. D.
Maestrelli, S. C.
dc.subject.por.fl_str_mv Algorithm
Concrete
Mechanical properties
Packing equations
Syenite
topic Algorithm
Concrete
Mechanical properties
Packing equations
Syenite
description Concrete used in civil engineering is a composite obtained from the combination of coarse and fine aggregates, cement and water, and its cost and quality are normally associated to the proportion of its constituents (ceramic formulation), as well as the reduction of water consumption. The aggregates used in concrete may have diverse origins, and the syenite extracted at Pedra Branca Alkaline Massif is one of the materials that can be used for this substitution. In order to do so, a reference formulation of concrete was calculated and optimized using the mathematical models of Andreasen, and syenite was added substituting 25, 50, 75 and 100% of the fine aggregate. In order to maintain the original granulometric distribution, an algorithm was developed to compensate the different particle size distributions. The grain size correction guaranteed the maintenance of the original properties of the concrete, reaching values of mechanical strength above 35 MPa.
publishDate 2019
dc.date.none.fl_str_mv 2019-10-06T16:31:27Z
2019-10-06T16:31:27Z
2019-01-01
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://dx.doi.org/10.1590/0366-6913201965S12567
Ceramica, v. 65, p. 54-57.
1678-4553
0366-6913
http://hdl.handle.net/11449/189153
10.1590/0366-6913201965S12567
S0366-69132019000500054
2-s2.0-85066054200
S0366-69132019000500054.pdf
url http://dx.doi.org/10.1590/0366-6913201965S12567
http://hdl.handle.net/11449/189153
identifier_str_mv Ceramica, v. 65, p. 54-57.
1678-4553
0366-6913
10.1590/0366-6913201965S12567
S0366-69132019000500054
2-s2.0-85066054200
S0366-69132019000500054.pdf
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Ceramica
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 54-57
application/pdf
dc.source.none.fl_str_mv Scopus
reponame:Repositório Institucional da UNESP
instname:Universidade Estadual Paulista (UNESP)
instacron:UNESP
instname_str Universidade Estadual Paulista (UNESP)
instacron_str UNESP
institution UNESP
reponame_str Repositório Institucional da UNESP
collection Repositório Institucional da UNESP
repository.name.fl_str_mv Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)
repository.mail.fl_str_mv
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