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An Eulerian finite element formulation for modelling stationary finite strain elastic deformation processes
Author(s) -
Demarco Dolores,
Dvorkin Eduardo N.
Publication year - 2005
Publication title -
international journal for numerical methods in engineering
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 1.421
H-Index - 168
eISSN - 1097-0207
pISSN - 0029-5981
DOI - 10.1002/nme.1197
Subject(s) - finite element method , eulerian path , infinitesimal strain theory , finite strain theory , deformation (meteorology) , extended finite element method , mixed finite element method , classical mechanics , mechanics , mathematics , mathematical analysis , physics , structural engineering , engineering , lagrangian , meteorology
A new finite element formulation, aimed at the modelling of stationary finite strain elastic deformation processes is presented. The new formulation is based on an Eulerian description of motion and on the transport of the deformation gradient tensor. Copyright © 2004 John Wiley & Sons, Ltd.