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Civil-Comp Proceedings
ISSN 1759-3433 CCP: 21
ADVANCES IN POST AND PREPROCESSING FOR FINITE ELEMENT TECHNOLOGY Edited by: M. Papadrakakis and B.H.V. Topping
Paper IV.1
An Optimal Finite Element Mesh for Linear Elastic Structural Analysis P.K. Jimack
School of Computer Studies, University of Leeds, Leeds, United Kingdom P.K. Jimack, "An Optimal Finite Element Mesh for Linear Elastic Structural Analysis", in M. Papadrakakis, B.H.V. Topping, (Editors), "Advances in Post and Preprocessing for Finite Element Technology", Civil-Comp Press, Edinburgh, UK, pp 157-167, 1994. doi:10.4203/ccp.21.4.1
Abstract
This paper investigates the adaptive solution of linear elastic
structural analysis problems through re-positioning of
the finite element nodal points (r-refinement) using an approach
known as the Moving Finite Element method. After
a brief introduction to the Moving Finite Element method it
is proved that this technique can yield optimal finite element
solutions on optimal meshes in the energy norm associated
with this problem. Following this there is a discussion of
the practical applications of this result in the development
of adaptive software, where it is proposed that a combination
of r-refinement followed by local h-refinement is likely
to be most beneficial. A small number of illustrative examples
are included.
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