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Published in ''Computational Mechanics'' Vol. 38  (4-5), pp. 440-455, 2006<br />
 
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doi: 10.1007/s00466-006-0060-y
 
 
== Abstract==
 
== Abstract==
  
 
We present a general formulation for incompressible fluid flow analysis using the finite element method. The necessary stabilization for dealing with convective effects and the incompressibility condition are introduced via the Finite Calculus method using a matrix form of the stabilization parameters. This allows to model a wide range of fluid flow problems for low and high Reynolds numbers flows without introducing a turbulence model. Examples of application to the analysis of incompressible flows with moderate and large Reynolds numbers are presented.
 
We present a general formulation for incompressible fluid flow analysis using the finite element method. The necessary stabilization for dealing with convective effects and the incompressibility condition are introduced via the Finite Calculus method using a matrix form of the stabilization parameters. This allows to model a wide range of fluid flow problems for low and high Reynolds numbers flows without introducing a turbulence model. Examples of application to the analysis of incompressible flows with moderate and large Reynolds numbers are presented.
  
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<pdf>Media:Draft_Samper_745812439_7060_Oñate2006_Article_FICFEMFormulationWithMatrixSta.pdf</pdf>
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==Full document==
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<pdf>Media:Onate_et_al_2006c_6755_CM_2006.pdf</pdf>

Latest revision as of 20:16, 5 October 2019

Abstract

We present a general formulation for incompressible fluid flow analysis using the finite element method. The necessary stabilization for dealing with convective effects and the incompressibility condition are introduced via the Finite Calculus method using a matrix form of the stabilization parameters. This allows to model a wide range of fluid flow problems for low and high Reynolds numbers flows without introducing a turbulence model. Examples of application to the analysis of incompressible flows with moderate and large Reynolds numbers are presented.

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Published on 01/01/2006

DOI: 10.1007/s00466-006-0060-y
Licence: CC BY-NC-SA license

Web of Science Core Collection® Times cited: 32
Crossref Cited-by Times cited: 35

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