Análise comparativa da tensão limite de escoamento de argamassas por meio da técnica de Pashias e reometria rotacional

Detalhes bibliográficos
Autor(a) principal: Maciel, Geraldo de Freitas [UNESP]
Data de Publicação: 2016
Outros Autores: Barbosa, Mônica Pinto, Pereira, Joao Batista [UNESP]
Tipo de documento: Artigo
Idioma: por
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://dx.doi.org/10.1590/S1517-707620160004.0081
http://hdl.handle.net/11449/173995
Resumo: Studies about the rheological behavior of cementitious materials, especially mortars and concretes, have been developed to improve the quality and durability of these materials as well as prevent any future problems in the hardened state. The rotational rheometry is the classic test for the rheological characterization of cementitious materials, because it allows to infer about the level of yield stress and apparent viscosity of the material. The rotational rheometers are, however, costly equipments, which led to the development of alternative me-thods for low cost, as the Pashias technique. The Pashias technique is a modification of the slump-test proce-dure in order to characterize, rheologically, the materials by single determining of the yield stress. The work developed aimed to determine the yield stress of mortars from compositions of high performance concretes (HPC) dosed by the concepts of rheology and particles packing. For this, it was used the classic rheometric test and the Pashias technique (cylinder), in order to compare the results, and evaluate the capacity of alterna-tive technique in determining the yield stress of mortars. The comparison of the results obtained by different rheological test methods showed a good ability of the Pashias technique (alternative technique) to evaluate the of yield stress parameter of mortars (with errors ranging from 1% to 20%). In addition, was observed that the mortar obtained from HPC dosed by the concepts of particles packing appeared more fluid and workable, with less yield stress.
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spelling Análise comparativa da tensão limite de escoamento de argamassas por meio da técnica de Pashias e reometria rotacionalComparative analysis of yield stress of mortars by Pashias technique and rotational rheometryMortarParticle packingPashias techniqueRheometryYield stressStudies about the rheological behavior of cementitious materials, especially mortars and concretes, have been developed to improve the quality and durability of these materials as well as prevent any future problems in the hardened state. The rotational rheometry is the classic test for the rheological characterization of cementitious materials, because it allows to infer about the level of yield stress and apparent viscosity of the material. The rotational rheometers are, however, costly equipments, which led to the development of alternative me-thods for low cost, as the Pashias technique. The Pashias technique is a modification of the slump-test proce-dure in order to characterize, rheologically, the materials by single determining of the yield stress. The work developed aimed to determine the yield stress of mortars from compositions of high performance concretes (HPC) dosed by the concepts of rheology and particles packing. For this, it was used the classic rheometric test and the Pashias technique (cylinder), in order to compare the results, and evaluate the capacity of alterna-tive technique in determining the yield stress of mortars. The comparison of the results obtained by different rheological test methods showed a good ability of the Pashias technique (alternative technique) to evaluate the of yield stress parameter of mortars (with errors ranging from 1% to 20%). In addition, was observed that the mortar obtained from HPC dosed by the concepts of particles packing appeared more fluid and workable, with less yield stress.Departamento de Engenharia Civil Universidade Estadual Paulista (UNESP), Campus de Ilha Solteira, Caixa Postal 31Faculdade de Engenharia Civil Pontifícia Universidade Católica de Campinas (PUC-Campinas), Caixa Postal 317Universidade Estadual Paulista (UNESP), Campus de Ilha Solteira Caixa Postal 31Departamento de Engenharia Civil Universidade Estadual Paulista (UNESP), Campus de Ilha Solteira, Caixa Postal 31Universidade Estadual Paulista (UNESP), Campus de Ilha Solteira Caixa Postal 31Universidade Estadual Paulista (Unesp)Pontifícia Universidade Católica de Campinas (PUC-Campinas)Maciel, Geraldo de Freitas [UNESP]Barbosa, Mônica PintoPereira, Joao Batista [UNESP]2018-12-11T17:08:40Z2018-12-11T17:08:40Z2016-10-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/article866-879application/pdfhttp://dx.doi.org/10.1590/S1517-707620160004.0081Revista Materia, v. 21, n. 4, p. 866-879, 2016.1517-7076http://hdl.handle.net/11449/17399510.1590/S1517-707620160004.00812-s2.0-850073725232-s2.0-85007372523.pdfScopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPporRevista Materia0,188info:eu-repo/semantics/openAccess2024-07-04T18:16:01Zoai:repositorio.unesp.br:11449/173995Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462024-08-05T19:45:22.796089Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv Análise comparativa da tensão limite de escoamento de argamassas por meio da técnica de Pashias e reometria rotacional
Comparative analysis of yield stress of mortars by Pashias technique and rotational rheometry
title Análise comparativa da tensão limite de escoamento de argamassas por meio da técnica de Pashias e reometria rotacional
spellingShingle Análise comparativa da tensão limite de escoamento de argamassas por meio da técnica de Pashias e reometria rotacional
Maciel, Geraldo de Freitas [UNESP]
Mortar
Particle packing
Pashias technique
Rheometry
Yield stress
title_short Análise comparativa da tensão limite de escoamento de argamassas por meio da técnica de Pashias e reometria rotacional
title_full Análise comparativa da tensão limite de escoamento de argamassas por meio da técnica de Pashias e reometria rotacional
title_fullStr Análise comparativa da tensão limite de escoamento de argamassas por meio da técnica de Pashias e reometria rotacional
title_full_unstemmed Análise comparativa da tensão limite de escoamento de argamassas por meio da técnica de Pashias e reometria rotacional
title_sort Análise comparativa da tensão limite de escoamento de argamassas por meio da técnica de Pashias e reometria rotacional
author Maciel, Geraldo de Freitas [UNESP]
author_facet Maciel, Geraldo de Freitas [UNESP]
Barbosa, Mônica Pinto
Pereira, Joao Batista [UNESP]
author_role author
author2 Barbosa, Mônica Pinto
Pereira, Joao Batista [UNESP]
author2_role author
author
dc.contributor.none.fl_str_mv Universidade Estadual Paulista (Unesp)
Pontifícia Universidade Católica de Campinas (PUC-Campinas)
dc.contributor.author.fl_str_mv Maciel, Geraldo de Freitas [UNESP]
Barbosa, Mônica Pinto
Pereira, Joao Batista [UNESP]
dc.subject.por.fl_str_mv Mortar
Particle packing
Pashias technique
Rheometry
Yield stress
topic Mortar
Particle packing
Pashias technique
Rheometry
Yield stress
description Studies about the rheological behavior of cementitious materials, especially mortars and concretes, have been developed to improve the quality and durability of these materials as well as prevent any future problems in the hardened state. The rotational rheometry is the classic test for the rheological characterization of cementitious materials, because it allows to infer about the level of yield stress and apparent viscosity of the material. The rotational rheometers are, however, costly equipments, which led to the development of alternative me-thods for low cost, as the Pashias technique. The Pashias technique is a modification of the slump-test proce-dure in order to characterize, rheologically, the materials by single determining of the yield stress. The work developed aimed to determine the yield stress of mortars from compositions of high performance concretes (HPC) dosed by the concepts of rheology and particles packing. For this, it was used the classic rheometric test and the Pashias technique (cylinder), in order to compare the results, and evaluate the capacity of alterna-tive technique in determining the yield stress of mortars. The comparison of the results obtained by different rheological test methods showed a good ability of the Pashias technique (alternative technique) to evaluate the of yield stress parameter of mortars (with errors ranging from 1% to 20%). In addition, was observed that the mortar obtained from HPC dosed by the concepts of particles packing appeared more fluid and workable, with less yield stress.
publishDate 2016
dc.date.none.fl_str_mv 2016-10-01
2018-12-11T17:08:40Z
2018-12-11T17:08:40Z
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/S1517-707620160004.0081
Revista Materia, v. 21, n. 4, p. 866-879, 2016.
1517-7076
http://hdl.handle.net/11449/173995
10.1590/S1517-707620160004.0081
2-s2.0-85007372523
2-s2.0-85007372523.pdf
url http://dx.doi.org/10.1590/S1517-707620160004.0081
http://hdl.handle.net/11449/173995
identifier_str_mv Revista Materia, v. 21, n. 4, p. 866-879, 2016.
1517-7076
10.1590/S1517-707620160004.0081
2-s2.0-85007372523
2-s2.0-85007372523.pdf
dc.language.iso.fl_str_mv por
language por
dc.relation.none.fl_str_mv Revista Materia
0,188
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 866-879
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)
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