Garcia-Espinosa et al 2008b - Revision history

Onate at 12:39, 25 November 2019

2019-11-25T12:39:26Z

Onate at 12:37, 25 November 2019

2019-11-25T12:37:41Z

Julio at 18:38, 5 October 2019

2019-10-05T18:38:40Z

Move page script: Move page script moved page Draft Garcia-Espinosa 744558438 to Garcia-Espinosa et al 2008b

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Move page script moved page Draft Garcia-Espinosa 744558438 to Garcia-Espinosa et al 2008b

Julio at 16:50, 11 April 2019

2019-04-11T16:50:05Z

Julio: Created page with " == Abstract == This paper introduces a new stabilized finite element method based on the finite calculus (Comput. Methods Appl. Mech. Eng. 1998; 151:233–267) and arbitrary..."

2019-04-11T16:46:03Z

Created page with " == Abstract == This paper introduces a new stabilized finite element method based on the finite calculus (Comput. Methods Appl. Mech. Eng. 1998; 151:233–267) and arbitrary..."

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== Abstract ==

This paper introduces a new stabilized finite element method based on the finite calculus (Comput. Methods Appl. Mech. Eng. 1998; 151:233–267) and arbitrary Lagrangian–Eulerian techniques (Comput. Methods Appl. Mech. Eng. 1998; 155:235–249) for the solution to free surface problems. The main innovation of this method is the application of an overlapping domain decomposition concept in the statement of the problem. The aim is to increase the accuracy in the capture of the free surface as well as in the resolution of the governing equations in the interface between the two fluids. Free surface capturing is based on the solution to a level set equation. The Navier–Stokes equations are solved using an iterative monolithic predictor–corrector algorithm (Encyclopedia of Computational Mechanics. Wiley: New York, 2004), where the correction step is based on imposing the divergence-free condition in the velocity field by means of the solution to a scalar equation for the pressure. Examples of application of the ODDLS formulation (for overlapping domain decomposition level set) to the analysis of different free surface flow problems are presented.

== Full document ==
<pdf>Media:Draft_Garcia-Espinosa_744558438-6053-document.pdf</pdf>

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		+	Published in ''Int. J. Numer. Meth. Fluids'', Vol. 57 (9), pp. 1291-1320, 2008<br />
		+	Doi: 10.1002/fld.1863
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	== Abstract ==		== Abstract ==

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	== Full document ==		== Full document ==
−	<pdf>Media:~~Draft_Garcia~~-~~Espinosa_744558438-6053-document~~.pdf</pdf>	+
		+	<pdf>Media:Garcia-Espinosa_et_al_2008b_3760_Consistency.pdf</pdf>

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 == Abstract ==
 This paper introduces a new stabilized finite element method based on the finite calculus (Comput. Methods Appl. Mech. Eng. 1998; 151:233–267) and arbitrary Lagrangian–Eulerian techniques (Comput. Methods Appl. Mech. Eng. 1998; 155:235–249) for the solution to free surface problems. The main innovation of this method is the application of an overlapping domain decomposition concept in the statement of the problem. The aim is to increase the accuracy in the capture of the free surface as well as in the resolution of the governing equations in the interface between the two fluids. Free surface capturing is based on the solution to a level set equation. The Navier–Stokes equations are solved using an iterative monolithic predictor–corrector algorithm (Encyclopedia of Computational Mechanics. Wiley: New York, 2004), where the correction step is based on imposing the divergence-free condition in the velocity field by means of the solution to a scalar equation for the pressure. Examples of application of the ODDLS formulation (for overlapping domain decomposition level set) to the analysis of different free surface flow problems are presented.
 == Full document ==
 <pdf>Media:Draft_Garcia-Espinosa_744558438-6053-document.pdf</pdf>

← Older revision	Revision as of 10:10, 10 May 2019
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