For a given re-entrant corner geometry, we describe a two parameter family of solutions for the local asymptotic behaviour of the flow and stress fields of UCM fluids. The two parameters used are the coefficients of the upstream wall shear rate and pressure gradient. In describing this parametric so
The UCM limit of the PTT equations at a re-entrant corner
β Scribed by J.D. Evans; D.N. Sibley
- Publisher
- Elsevier Science
- Year
- 2010
- Tongue
- English
- Weight
- 304 KB
- Volume
- 165
- Category
- Article
- ISSN
- 0377-0257
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β¦ Synopsis
We consider the Upper Convected Maxwell (UCM) limit of the Phan-Thien-Tanner (PTT) equations for steady planar flow around re-entrant corners. The PTT equations give the UCM equations in the limit of vanishing model parameter Γ, this dimensionless parameter being associated with the quadratic stress terms in the PTT model. We show that the critical length scale local to the corner is r
as Γ β 0, where /Λis the re-entrant corner angle with Λβ [1/2, 1) and r the radial distance. On distances far smaller than this we obtain the PTT Γ = 1 problem, whilst on distances greater (but still small) we obtain the UCM problem Γ = 0. This critical length scale is that on which intermediate behaviour of the PTT model is obtained where both linear and quadratic stress terms are present in the wall boundary layer equations. The double limit Γ β 0, r β 0 thus yields a nine region local asymptotic structure.
π SIMILAR VOLUMES
This paper continues the description of a two parameter family of solutions for the local asymptotic behaviour of UCM fluids at re-entrant corners. Here, the natural stress basis is used to re-derive the equations in the core flow and boundary layers, with full description of the scalings and matchi
We consider the planar flow of Phan-Thien-Tanner (PTT) fluids around a re-entrant corner of angle Ο/Ξ± where Ξ± β [1/2, 1). The model is considered in the absence of a solvent viscosity and the flow situation assumes complete flow around the corner with the absence of a lip votex. The local asymptotic
The object of the present paper is the definition of the size scale effects in structural members with re-entrant corners, The interaction between stress-intensity collapse and ultimate strength collapse at the ligament is emphasized. Such interaction is considerable for small sizes and large corner