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https://hdl.handle.net/10216/94537Full metadata record
| DC Field | Value | Language |
|---|---|---|
| dc.creator | Alexandre M. Afonso | |
| dc.creator | Manuel A. Alves | |
| dc.creator | Fernando T. Pinho | |
| dc.creator | Paulo J. Oliveira | |
| dc.date.accessioned | 2022-09-09T11:42:21Z | - |
| dc.date.available | 2022-09-09T11:42:21Z | - |
| dc.date.issued | 2007 | |
| dc.identifier.other | sigarra:64221 | |
| dc.identifier.uri | https://hdl.handle.net/10216/94537 | - |
| dc.description.abstract | A finite-volume method is applied to the numerical simulation of creeping flows of viscoelastic fluids through a 4:1 square-square three dimensional abrupt contraction. The calculation of the polymer stress contribution is carried out with the log-conformation methodology [1]. The log-conformation scheme allowed converged solutions at higher Deborah numbers for the Oldroyd-B fluid than the standard method when imposing steady flow conditions, but not for the UCM model. This does not mean that the log-conformation technique is less effective for the UCM fluid, but suggests that this flow is most probably time-dependent above a critical Deborah number. In any case, this work confirms the advantages of the log-conformation approach vis-a-vis the standard procedure. | |
| dc.language.iso | eng | |
| dc.relation.ispartof | Métodos Numéricos e Computacionais em Engenharia | |
| dc.rights | restrictedAccess | |
| dc.subject | Ciências da engenharia e tecnologias | |
| dc.subject | Engineering and technology | |
| dc.title | Application of the log-conformation tensor to three-dimensional time-dependent free surface flows | |
| dc.type | Artigo em Livro de Atas de Conferência Internacional | |
| dc.contributor.uporto | Faculdade de Engenharia | |
| dc.subject.fos | Ciências da engenharia e tecnologias | |
| dc.subject.fos | Engineering and technology | |
| Appears in Collections: | FEUP - Artigo em Livro de Atas de Conferência Internacional | |
Files in This Item:
| File | Description | Size | Format | |
|---|---|---|---|---|
| 64221.pdf Restricted Access | 1.49 MB | Adobe PDF | View/Open |
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