Onate et al 2006f - Revision history

Move page script: Move page script moved page Draft Samper 662632188 to Onate et al 2006f

2019-05-27T11:35:11Z

Move page script moved page Draft Samper 662632188 to Onate et al 2006f

Cinmemj at 10:01, 17 May 2019

2019-05-17T10:01:10Z

Cinmemj at 09:58, 17 May 2019

2019-05-17T09:58:25Z

Cinmemj at 09:56, 17 May 2019

2019-05-17T09:56:09Z

Cinmemj at 09:55, 17 May 2019

2019-05-17T09:55:25Z

Cinmemj at 09:54, 17 May 2019

2019-05-17T09:54:33Z

Cinmemj at 09:54, 17 May 2019

2019-05-17T09:54:05Z

Cinmemj at 09:52, 17 May 2019

2019-05-17T09:52:24Z

Cinmemj at 09:50, 17 May 2019

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Cinmemj at 09:49, 17 May 2019

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@@ Line 567: / Line 567: @@
 <span id='step-3'></span>
 '''Step 3''' Compute <math display="inline"> \bar{\boldsymbol v}^{n+1,j}</math>  from Eq.([[#eq-29|29]]) with <math display="inline">{\boldsymbol M}={\boldsymbol M}_d</math>
 <span id='step-4'></span>
 '''Step 4''' Compute <math display="inline">  \bar{\boldsymbol \pi }^{n+1,j}</math>  from Eq.([[#eq-25c|25c]]) as

← Older revision		Revision as of 09:58, 17 May 2019
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		+	Published in ''Verification and Validation Methods for Challenging Multiphysics Problems'', CIMNE, pp. 125-150, 2006
	==Abstract==		==Abstract==

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 |}
-==10 Conclusions==
+==9 Conclusions==
 The particle finite element method (PFEM) is ideal to treat problems involving fluids with free surface and submerged or floating structures within a unified Lagrangian finite element framework. Problems such as the analysis of fluid-structure interaction, large motion of  fluid or solid particles, surface waves, water splashing, separation of water drops, etc. can be easily solved with the PFEM. The success of the method lies in the accurate and efficient solution of the equations of an incompressible fluid and of solid dynamics using a stabilized finite element method  allowing the use of low order elements with equal order interpolation for all the variables. Other essential solution ingredients are the efficient regeneration of the finite element mesh using an extended Delaunay tesselation, the meshless finite element interpolation (MFEM) and the identification of the boundary nodes using an Alpha Shape type technique. The examples presented have shown the potential of the PFEM for solving a wide class of practical FSI problems.

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 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[File:Draft_Samper_662632188_6864_img-17.JPG|600px|Generation and impact of a wave on a collection of   rocks in a breakwater.]]
+|[[File:Draft_Samper_662632188_6864_img-17.JPG|500px|Generation and impact of a wave on a collection of   rocks in a breakwater.]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 17:''' Generation and impact of a wave on a collection of   rocks in a breakwater.
@@ Line 804: / Line 804: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[File:Draft_Samper_662632188_4507_img-19.JPG|600px|3D simulation of the impact of a wave on a collection of rocks in a breakwater.]]
+|[[File:Draft_Samper_662632188_4507_img-19.JPG|500px|3D simulation of the impact of a wave on a collection of rocks in a breakwater.]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 19:''' 3D simulation of the impact of a wave on a collection of rocks in a breakwater.
@@ Line 812: / Line 812: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[File:Draft_Samper_662632188_5106_img-20.JPG|600px|Interaction of a wave with a vertical pier formed by   reinforced concrete cylinders.]]
+|[[File:Draft_Samper_662632188_5106_img-20.JPG|500px|Interaction of a wave with a vertical pier formed by   reinforced concrete cylinders.]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 20:''' Interaction of a wave with a vertical pier formed by   reinforced concrete cylinders.
@@ Line 820: / Line 820: @@
 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[File:Draft_Samper_662632188_1027_img-21.JPG|600px|Motion of two tetrapods falling in a water container.]]
+|[[File:Draft_Samper_662632188_1027_img-21.JPG|500px|Motion of two tetrapods falling in a water container.]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 21:''' Motion of two tetrapods falling in a water container.

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 |-
 |[[File:Draft_Samper_662632188_4754_img-22a.JPG|600px|]]
 |[[File:Draft_Samper_662632188_3107_img-22b.JPG|600px|Motion of ten tetrapods on a slope under an incident wave.]]
 |- style="text-align: center; font-size: 75%;"

← Older revision	Revision as of 11:35, 27 May 2019
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 {| class="floating_imageSCP" style="text-align: center; border: 1px solid #BBB; margin: 1em auto; width: 100%;max-width: 100%;"
 |-
-|[[File:Draft_Samper_662632188_9287_img-16.JPG|400px|Dragging of a cubic object by a water stream.]]
+|[[File:Draft_Samper_662632188_9287_img-16.JPG|450px|Dragging of a cubic object by a water stream.]]
 |- style="text-align: center; font-size: 75%;"
 | colspan="1" | '''Figure 16:''' Dragging of a cubic object by a water stream.