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2017
DOI: 10.4208/jcm.1611-m2016-0596
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Exponential Fourier Collocation Methods for Solving First-Order Differential Equations

Abstract: In this paper, a novel class of exponential Fourier collocation methods (EFCMs) is presented for solving systems of first-order ordinary differential equations. These so-called exponential Fourier collocation methods are based on the variation-of-constants formula, incorporating a local Fourier expansion of the underlying problem with collocation methods. We discuss in detail the connections of EFCMs with trigonometric Fourier collocation methods (TFCMs), the well-known Hamiltonian Boundary Value Methods (HBVM… Show more

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Cited by 33 publications
(18 citation statements)
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“…Proof In the light of Definition 2.2 and the result (30), we adapt the SSEI methods to the system (29) and then get the scheme (31). Based on Theorem 4.4, the volume preserving result of (31) is immediately obtained.…”
Section: Corollary 55 Consider a Kind Of S-stage Erkn Integratorsmentioning
confidence: 99%
See 1 more Smart Citation
“…Proof In the light of Definition 2.2 and the result (30), we adapt the SSEI methods to the system (29) and then get the scheme (31). Based on Theorem 4.4, the volume preserving result of (31) is immediately obtained.…”
Section: Corollary 55 Consider a Kind Of S-stage Erkn Integratorsmentioning
confidence: 99%
“…. , s, all one-stage and two-stage (with c 1 = c 2 ) ERKN integrators (31), and compositions thereof, are of volume preservation for solving the separable partitioned system (29).…”
Section: Corollary 55 Consider a Kind Of S-stage Erkn Integratorsmentioning
confidence: 99%
“…[2,5]). Many effective methods have been derived for this stiff gradient system with a constant matrix G and we refer to [7,8,10,12,21,22,23,24,25] for example. The FFED method (2) for solving this stiff gradient system is defined as follows.…”
Section: Unconditionally Damping Propertymentioning
confidence: 99%
“…One important example of them is the multi-frequency highly oscillatory Hamiltonian systems with the following Hamiltonian H(q, p) = 1 2 p ⊺M −1 p + 1 2 q ⊺K q + U (q), (5) whereK is a symmetric positive semi-definite stiffness matrix,M is a symmetric positive definite mass matrix, and U (q) is a smooth potential with moderately bounded derivatives. In recent decades, exponential integrators have been widely investigated and developed as an efficient approach to integrating (3), and we refer the reader to [3,8,9,11,12,13,19,22,31,34,47,56,60] for example. Exponential integrators make well use of the variation-of-constants formula (4), and their performance has been evaluated by a range of test problems.…”
Section: Introductionmentioning
confidence: 99%