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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 II.6
A Least Squares Finite Element Formulation with Gradient Components as Unknowns J. Aalto*, H. Sieppi* and E-M. Salonen#
*University of Oulu, Department of Civil Engineering, Oulu, Finland
J. Aalto, H. Sieppi, E-M. Salonen, "A Least Squares Finite Element Formulation with Gradient Components as Unknowns", in M. Papadrakakis, B.H.V. Topping, (Editors), "Advances in Post and Preprocessing for Finite Element Technology", Civil-Comp Press, Edinburgh, UK, pp 93-102, 1994. doi:10.4203/ccp.21.2.6
Abstract
Two modified least squares finite element formulations,
which use the gradient components of the
conventional unknowns (such as potential or displacements)
of typical second order boundary value
problems as basic unknowns, is presented. These
unknowns are represented using a finite element
approximation, which is CO-continuous within each
"material" and automatically satisfies the corresponding
jump conditions along material interfaces.
Thus quantities (such as fluxes of stresses), which
are related to these basic unknowns by material
law, are evaluated straightforwardly. In developing
the least squares equations, special attention is
paid to weighting of equations of physically different
type properly and to developing a reliable
formulation.
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