An assessment of the PTT model on the impacting drop problem

Detalhes bibliográficos
Autor(a) principal: Tomé, M. F.
Data de Publicação: 2018
Outros Autores: Merejolli, R., Paulo, G. S. [UNESP], McKee, S.
Tipo de documento: Artigo
Idioma: eng
Título da fonte: Repositório Institucional da UNESP
Texto Completo: http://dx.doi.org/10.1007/s40430-018-1388-x
http://hdl.handle.net/11449/171417
Resumo: This work presents a numerical method and simulations of axisymmetric free-surface flows of a polymeric fluid using the Phan–Thien–Tanner (PTT) constitutive relationship. The governing equations are solved by finite differences on a staggered grid that employs accurate boundary conditions on the free surface together with bounded, monotone, high-order upwinding approximation of the convection terms. The numerical method is partially verified by solving fully developed flow in a tube and comparing it to a known analytic solution. The problem of a drop impacting on a rigid plate is considered. The effect of varying the five parameters, characterizing the PTT model, is studied extensively, and the results are interpreted physically. The expansion–contraction phenomenon of the viscoelastic drop that occurs when it hits a flat surface is tracked, and the time evolution of the normal and shear components of the extra-stress tensor is analyzed. To further verify the code, the impacting drop of an Oldroyd-B fluid is simulated and the time evolution of the drop width is compared to that of other authors.
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spelling An assessment of the PTT model on the impacting drop problemAxisymmetric flowFinite difference methodFree-surface flowImpacting dropPTT modelThis work presents a numerical method and simulations of axisymmetric free-surface flows of a polymeric fluid using the Phan–Thien–Tanner (PTT) constitutive relationship. The governing equations are solved by finite differences on a staggered grid that employs accurate boundary conditions on the free surface together with bounded, monotone, high-order upwinding approximation of the convection terms. The numerical method is partially verified by solving fully developed flow in a tube and comparing it to a known analytic solution. The problem of a drop impacting on a rigid plate is considered. The effect of varying the five parameters, characterizing the PTT model, is studied extensively, and the results are interpreted physically. The expansion–contraction phenomenon of the viscoelastic drop that occurs when it hits a flat surface is tracked, and the time evolution of the normal and shear components of the extra-stress tensor is analyzed. To further verify the code, the impacting drop of an Oldroyd-B fluid is simulated and the time evolution of the drop width is compared to that of other authors.Department of Mathematics Federal University of Mato Grosso do SulSão Paulo State University (Unesp) School of Technology and SciencesDepartment of Applied Mathematics and Statistics University of São PauloDepartment of Mathematics and Statistics University of StrathclydeSão Paulo State University (Unesp) School of Technology and SciencesFederal University of Mato Grosso do SulUniversidade Estadual Paulista (Unesp)Universidade de São Paulo (USP)University of StrathclydeTomé, M. F.Merejolli, R.Paulo, G. S. [UNESP]McKee, S.2018-12-11T16:55:14Z2018-12-11T16:55:14Z2018-09-01info:eu-repo/semantics/publishedVersioninfo:eu-repo/semantics/articleapplication/pdfhttp://dx.doi.org/10.1007/s40430-018-1388-xJournal of the Brazilian Society of Mechanical Sciences and Engineering, v. 40, n. 9, 2018.1806-36911678-5878http://hdl.handle.net/11449/17141710.1007/s40430-018-1388-x2-s2.0-850528834682-s2.0-85052883468.pdfScopusreponame:Repositório Institucional da UNESPinstname:Universidade Estadual Paulista (UNESP)instacron:UNESPengJournal of the Brazilian Society of Mechanical Sciences and Engineering0,362info:eu-repo/semantics/openAccess2023-12-08T06:17:20Zoai:repositorio.unesp.br:11449/171417Repositório InstitucionalPUBhttp://repositorio.unesp.br/oai/requestopendoar:29462023-12-08T06:17:20Repositório Institucional da UNESP - Universidade Estadual Paulista (UNESP)false
dc.title.none.fl_str_mv An assessment of the PTT model on the impacting drop problem
title An assessment of the PTT model on the impacting drop problem
spellingShingle An assessment of the PTT model on the impacting drop problem
Tomé, M. F.
Axisymmetric flow
Finite difference method
Free-surface flow
Impacting drop
PTT model
title_short An assessment of the PTT model on the impacting drop problem
title_full An assessment of the PTT model on the impacting drop problem
title_fullStr An assessment of the PTT model on the impacting drop problem
title_full_unstemmed An assessment of the PTT model on the impacting drop problem
title_sort An assessment of the PTT model on the impacting drop problem
author Tomé, M. F.
author_facet Tomé, M. F.
Merejolli, R.
Paulo, G. S. [UNESP]
McKee, S.
author_role author
author2 Merejolli, R.
Paulo, G. S. [UNESP]
McKee, S.
author2_role author
author
author
dc.contributor.none.fl_str_mv Federal University of Mato Grosso do Sul
Universidade Estadual Paulista (Unesp)
Universidade de São Paulo (USP)
University of Strathclyde
dc.contributor.author.fl_str_mv Tomé, M. F.
Merejolli, R.
Paulo, G. S. [UNESP]
McKee, S.
dc.subject.por.fl_str_mv Axisymmetric flow
Finite difference method
Free-surface flow
Impacting drop
PTT model
topic Axisymmetric flow
Finite difference method
Free-surface flow
Impacting drop
PTT model
description This work presents a numerical method and simulations of axisymmetric free-surface flows of a polymeric fluid using the Phan–Thien–Tanner (PTT) constitutive relationship. The governing equations are solved by finite differences on a staggered grid that employs accurate boundary conditions on the free surface together with bounded, monotone, high-order upwinding approximation of the convection terms. The numerical method is partially verified by solving fully developed flow in a tube and comparing it to a known analytic solution. The problem of a drop impacting on a rigid plate is considered. The effect of varying the five parameters, characterizing the PTT model, is studied extensively, and the results are interpreted physically. The expansion–contraction phenomenon of the viscoelastic drop that occurs when it hits a flat surface is tracked, and the time evolution of the normal and shear components of the extra-stress tensor is analyzed. To further verify the code, the impacting drop of an Oldroyd-B fluid is simulated and the time evolution of the drop width is compared to that of other authors.
publishDate 2018
dc.date.none.fl_str_mv 2018-12-11T16:55:14Z
2018-12-11T16:55:14Z
2018-09-01
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/10.1007/s40430-018-1388-x
Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 40, n. 9, 2018.
1806-3691
1678-5878
http://hdl.handle.net/11449/171417
10.1007/s40430-018-1388-x
2-s2.0-85052883468
2-s2.0-85052883468.pdf
url http://dx.doi.org/10.1007/s40430-018-1388-x
http://hdl.handle.net/11449/171417
identifier_str_mv Journal of the Brazilian Society of Mechanical Sciences and Engineering, v. 40, n. 9, 2018.
1806-3691
1678-5878
10.1007/s40430-018-1388-x
2-s2.0-85052883468
2-s2.0-85052883468.pdf
dc.language.iso.fl_str_mv eng
language eng
dc.relation.none.fl_str_mv Journal of the Brazilian Society of Mechanical Sciences and Engineering
0,362
dc.rights.driver.fl_str_mv info:eu-repo/semantics/openAccess
eu_rights_str_mv openAccess
dc.format.none.fl_str_mv 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
_version_ 1799965208889786368