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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
#Faculty of Information Technology, Laboratory of Computational Dynamics, Helsinki University of Technology, Espoo, Finland

Full Bibliographic Reference for this paper
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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