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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 III.2
Continuous Versus Wireframe Variational Smoothing Methods for Finite Element Stress Recovery H.R. Riggs# and A. Tessler*
#University of Hawaii at Manoa, Honolulu, United States of America
H.R. Riggs, A. Tessler, "Continuous Versus Wireframe Variational Smoothing Methods for Finite Element Stress Recovery", in M. Papadrakakis, B.H.V. Topping, (Editors), "Advances in Post and Preprocessing for Finite Element Technology", Civil-Comp Press, Edinburgh, UK, pp 137-144, 1994. doi:10.4203/ccp.21.3.2
Abstract
A superconvergent recovery (smoothing) procedure for
finite element stresses is presented and applied to two-dimensional
stress fields. The procedure is based on a variational
principle involving discrete least-squares with a penalty
constraint. A "continuous" formulation and a "wireframe"
formulation of the principle are discussed and numerical results
are compared. Both formulations produce superconvergent
stress fields of higher accuracy than the underlying finite
element stress field. Although a "smoothing" analysis is
required, results indicate that two "coarse" mesh analyses (finite
element and smoothing) produce the same accuracy as a single,
fine mesh finite element analysis. The procedure is unique in
that the smoothed stress field is (optionally) C1 continuous.
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