Garcia-Espinosa et al 2008a - Revision history

Julio at 19:09, 5 October 2019

2019-10-05T19:09:42Z

Cinmemj at 12:11, 4 February 2019

2019-02-04T12:11:11Z

Move page script: Move page script moved page Samper et al 2018at to Garcia-Espinosa et al 2008a

2019-02-01T11:40:10Z

Move page script moved page Samper et al 2018at to Garcia-Espinosa et al 2008a

Cinmemj: Cinmemj moved page Draft Samper 465670171 to Samper et al 2018at

2018-12-17T11:41:58Z

Cinmemj moved page Draft Samper 465670171 to Samper et al 2018at

Cinmemj at 11:41, 17 December 2018

2018-12-17T11:41:32Z

Cinmemj: Created page with "==1 Title, abstract and keywords

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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.
-<pdf>Media:Draft_Samper_465670171_2711_Garcia-Espinosa_et_al-2008-International_Journal_for_Numerical_Methods_in_Engineering.pdf</pdf>
+==Full document==

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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. Copyright © 2008 John Wiley & Sons, Ltd.
+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.
 <pdf>Media:Draft_Samper_465670171_2711_Garcia-Espinosa_et_al-2008-International_Journal_for_Numerical_Methods_in_Engineering.pdf</pdf>

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-==1 Title, abstract and keywords<!-- Your document should start with a concise and informative title. Titles are often used in information-retrieval systems. Avoid abbreviations and formulae where possible. Capitalize the first word of the title.
+Published in ''Int. Journal for Numerical Methods in Engineering''  Vol 76 (9), pp. 1297-1327, 2008<br />
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+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. Copyright © 2008 John Wiley & Sons, Ltd.
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+<pdf>Media:Draft_Samper_465670171_2711_Garcia-Espinosa_et_al-2008-International_Journal_for_Numerical_Methods_in_Engineering.pdf</pdf>
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