2011
DOI: 10.1137/100808691
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An Error Corrected Euler Method for Solving Stiff Problems Based on Chebyshev Collocation

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Cited by 27 publications
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“…Hence, we are now in a position to apply ECEM developed in [22] for time discretizations. For this purpose, consider a general nonlinear stiff system of ODEs instead of (2.4):…”
Section: For a Timementioning
confidence: 99%
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“…Hence, we are now in a position to apply ECEM developed in [22] for time discretizations. For this purpose, consider a general nonlinear stiff system of ODEs instead of (2.4):…”
Section: For a Timementioning
confidence: 99%
“…Recalling that the Euler method has the local truncation error O(τ 2 ), one can guess the deleted error term in (3.6) may be quite small and can be ignored. In fact, one may prove that the error is O(τ 5 ) provided λ = O(τ 2 ) (see [22]). It is remarkable that once the error term is disregarded, the system (3.6) will be completely linear and its approximation scheme becomes an explicit type.…”
Section: ξ(T) Is a Function Between Y(t) And φ(T) ∇F(t Y(t)) And ∇ mentioning
confidence: 99%
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