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(2,1)-Method for solving stiff nonautonomous problems

Automation and Remote Control, 2012
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Order and stability of parallel methods for stiff problems

Advances in Computational Mathematics, 1997
The author explores a special class of general linear methods for stiff problems, introduced earlier by himself and known in the literature as diagonally implicit multistage integration methods of type 4. This is a preliminary study of such methods. A particular choice of the coefficient matrix allows the parallel evaluation of the stages.
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A Resolution of the Stiffness Problem of Reactor Kinetics

Nuclear Science and Engineering, 1985
The stiffness problem in reactor kinetics is overcome by the stiffness confinement method for solving the kinetic equations.
Yung-An Chao, Anthony Attard
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Sensitivity Analysis of Stiff and Non-Stiff Initial-Value Problems

1998
The solution y(t, t 0, y 0) of an initial-value problem (IVP) y(t) = f(t, y, p) with initial value y(t 0) = y 0 at a point t is a differentiable function of the initial value y 0 and the parameter vector p, provided f y and f p are continuous. The computation of the derivatives of y(t, t 0, y 0) plays an important role in the efficient numerical ...
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A Stiff Problem: Stationary Waves and Approximations

2019
In this paper we revisit a Stiff problem which deals with the asymptotic behavior of the eigenvalues and eigenfunctions of a problem for the Laplace operator posed in a domain Ω of \(\mathbb {R}^N\): this domain is composed of two parts in which the stiffness constants are of different order of magnitude, namely, O(e) and O(1), respectively, where e is
Delfina Gómez   +2 more
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High Order A-stable Numerical Methods for Stiff Problems

Journal of Scientific Computing, 2005
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Stiff nodes in numerical micromagnetic problems

IEEE Transactions on Magnetics, 1993
The convergence of the stiff modes that occur in micromagnetic problems when solved numerically by sequential methods can be accelerated by using mode pushing. This method modifies the magnetization cooperatively rather than individually, as in conventional methods. >
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A stiffness method for elastic-plastic problems

International Journal of Mechanical Sciences, 1965
Abstract A numerical method is suggested for the solution of elastic-plastic problems. A stiffness concept is introduced which enables the equilibrium equations to be expressed in terms of displacements. The use of stiffness coefficients removes the need to trace the expansion of the elastic-plastic boundary during the actual solution of the ...
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