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This paper examines the discretized helicity functional in order to demonstrate the invariance under discrete gauge transformations and to obtain a direct physical interpretation of the finite element equations. A simple analysis then yields a rigorous comparison between the amount of work required to implement a semidirect (e.g., conjugate gradient) equation solver for unpreconditioned stiffness matrix equations associated with the helicity functional and conventional functionals.
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P. Robert Kotiuga (1990) studied this question.
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