(One intermediate revision by the same user not shown)
Line 1: Line 1:
 +
Published in ''Computational Mechanics'', Vol. 6, pp. 41-62, 2006<br />
 +
DOI: 10.1007/1-4020-5370-3_3
 
== Abstract ==
 
== Abstract ==
  

Latest revision as of 12:01, 19 November 2019

Published in Computational Mechanics, Vol. 6, pp. 41-62, 2006
DOI: 10.1007/1-4020-5370-3_3

Abstract

We present a general formulation for analysis of fluid-structure interaction problems using the particle finite element method (PFEM). The key feature of the PFEM is the use of a Lagrangian description to model the motion of nodes (particles) in both the fluid and the structure domains. Nodes are thus viewed as particles which can freely move and even separate from the main analysis domain representing, for instance, the effect of water drops. A mesh connects the nodes defining the discretized domain where the governing equations, expressed in an integral from, are solved as in the standard FEM. The necessary stabilization for dealing with the incompressibility condition in the fluid is introduced via the finite calculus (FIC) method. A fractional step scheme for the transient coupled fluid-structure solution is described. Examples of application of the PFEM method to solve a number of fluid-structure interaction problems involving large motions of the free surface and splashing of waves are presented.

The PDF file did not load properly or your web browser does not support viewing PDF files. Download directly to your device: Download PDF document
Back to Top

Document information

Published on 01/01/2006

DOI: 10.1007/1-4020-5370-3_3
Licence: CC BY-NC-SA license

Document Score

0

Views 0
Recommendations 0

Share this document