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The difficulty associated with the numerical solution of stiff ordinary differential equations is considered and the stability requirements of methods suitable for stiff equations are described. A class of second derivative formulas is developed and the stability of these formulas is investigated. These k-step (k + 2) nd order formulas are shown to be suitable for stiff equations for k 7. These formulas have been implemented in a variable order, variable-step method and some numerical results are presented.
W. H. Enright (Mon,) studied this question.