The unsymmetric finite element formulation and variational incorrectness

被引:5
|
作者
Prathap, G. [1 ]
Manju, S.
Senthilkumar, V.
机构
[1] CSIR, Ctr Math Modelling & Comp Simulat, Bangalore 560037, Karnataka, India
[2] Natl Aerosp Labs, Bangalore 560017, Karnataka, India
关键词
mesh distortion; unsymmetric formulation; best-fit paradigm; parametric-metric element; projection theorem; three-node bar element;
D O I
10.12989/sem.2007.26.1.031
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The unsymmetric finite element formulation has been proposed recently to improve predictions from distorted finite elements. Studies have also shown that this special formulation using parametric functions for the test functions and metric functions for the trial functions works surprisingly well because the former satisfy the continuity conditions while the latter ensure that the stress representation during finite element computation can retrieve in a best-fit manner, the actual variation of stress in the metric space. However, a question that remained was whether the unsymmetric formulation was variationally correct. Here we determine that it is not, using the simplest possible element to amplify the principles.
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页码:31 / 42
页数:12
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