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A Finite Element Investigation of Elastic Flow Asymmetries in Cross-Slot Geometries Using a Direct Steady Solver

A. Filali1, L. Khezzar1,2

Department of Mechanical Engineering, Petroleum Institute, Abu Dhabi, United Arab Emirates.
Corresponding author. Email: lkhezzar@pi.ac.ae

Fluid Dynamics & Materials Processing 2013, 9(3), 307-329. https://doi.org/10.3970/fdmp.2013.009.307

Abstract

Numerical investigations of purely-elastic instabilities occurring in creeping flows are reported in planar cross-slot geometries with both sharp and round corners. The fluid is described by the upper-convected Maxwell model, and the governing equations are solved using the finite element technique based on a steady (non-iterative) direct solver implemented in the POLYFLOWcommercial software (version 14.0). Specifically, extensive simulations were carried out on different meshes, with and without the use of flow perturbations, for a wide range of rheological parameters. Such simulations show the onset of flow asymmetries above a critical Deborah number (De). The effect of rounding the corners is also addressed. The numerical results obtained are found to be in good quantitative agreement with previously published numerical results

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APA Style
Filali, A., Khezzar, L. (2013). A finite element investigation of elastic flow asymmetries in cross-slot geometries using a direct steady solver. Fluid Dynamics & Materials Processing, 9(3), 307-329. https://doi.org/10.3970/fdmp.2013.009.307
Vancouver Style
Filali A, Khezzar L. A finite element investigation of elastic flow asymmetries in cross-slot geometries using a direct steady solver. Fluid Dyn Mater Proc. 2013;9(3):307-329 https://doi.org/10.3970/fdmp.2013.009.307
IEEE Style
A. Filali and L. Khezzar, “A Finite Element Investigation of Elastic Flow Asymmetries in Cross-Slot Geometries Using a Direct Steady Solver,” Fluid Dyn. Mater. Proc., vol. 9, no. 3, pp. 307-329, 2013. https://doi.org/10.3970/fdmp.2013.009.307



cc Copyright © 2013 The Author(s). Published by Tech Science Press.
This work is licensed under a Creative Commons Attribution 4.0 International License , which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.
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