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HIGH ORDER EXPLICIT SECOND DERIVATIVE METHODS WITH STRONG STABILITY PROPERTIES BASED ON TAYLOR SERIES CONDITIONS

Published online by Cambridge University Press:  23 September 2022

A. MORADI
Affiliation:
Faculty of Mathematical Sciences, University of Tabriz, Tabriz, Iran; e-mail: a_moradi@tabrizu.ac.ir, ghojjati@tabrizu.ac.ir.
A. ABDI*
Affiliation:
Faculty of Mathematical Sciences, University of Tabriz, Tabriz, Iran; e-mail: a_moradi@tabrizu.ac.ir, ghojjati@tabrizu.ac.ir. Research Department of Computational Algorithms and Mathematical Models, University of Tabriz, Tabriz, Iran.
G. HOJJATI
Affiliation:
Faculty of Mathematical Sciences, University of Tabriz, Tabriz, Iran; e-mail: a_moradi@tabrizu.ac.ir, ghojjati@tabrizu.ac.ir. Research Department of Computational Algorithms and Mathematical Models, University of Tabriz, Tabriz, Iran.
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Abstract

When faced with the task of solving hyperbolic partial differential equations (PDEs), high order, strong stability-preserving (SSP) time integration methods are often needed to ensure preservation of the nonlinear strong stability properties of spatial discretizations. Among such methods, SSP second derivative time-stepping schemes have been recently introduced and used for evolving hyperbolic PDEs. In previous works, coupling of forward Euler and a second derivative formulation led to sufficient conditions for a second derivative general linear method (SGLM), which preserve the strong stability properties of spatial discretizations. However, for such methods, the types of spatial discretizations that can be used are limited. In this paper, we use a formulation based on forward Euler and Taylor series conditions to extend the SSP SGLM framework. We investigate the construction of SSP second derivative diagonally implicit multistage integration methods (SDIMSIMs) as a subclass of SGLMs with order $p=r=s$ and stage order $q=p,p-1$ up to order eight, where r is the number of external stages and s is the number of internal stages of the method. Proposed methods are examined on some one-dimensional linear and nonlinear systems to verify their theoretical order, and show potential of these schemes in preserving some nonlinear stability properties such as positivity and total variation.

MSC classification

Information

Type
Research Article
Copyright
© The Author(s), 2022. Published by Cambridge University Press on behalf of Australian Mathematical Publishing Association Inc.
Figure 0

Table 1 SSP-TS coefficients of SDIMSIMs with $p=r=s=3$ and $q=3,2$.

Figure 1

Table 2 SSP-TS coefficients of SDIMSIMs with $p=r=s=4$ and $q=4,3$ together with those for SSP-TS TDRK methods with $p=s=4$ and $q=2$.

Figure 2

Table 3 SSP-TS coefficients of SDIMSIMs with $p=r=s=5$ and $q=5,4$ together with those for SSP-TS TDRK methods with $p=s=5$ and $q=2$.

Figure 3

Table 4 SSP-TS coefficients of SDIMSIMs with $p=r=s=6$ and $q=6,5$ together with those for SSP-TS TDRK methods with $p=s=6$ and $q=2$.

Figure 4

Table 5 SSP-TS coefficients of SDIMSIMs with $p=r=s=7,8$ and $q=7,6$.

Figure 5

Table 6 Effective SSP coefficients of the SSP-TS SDIMSIMs up to $p=8$ and $q=p$ and $q=p-1$, compared with the SD-SDIMSIMs in [34] and TS-SGLMs in [16]. The used value for K is $\sqrt {2}/2$ for the methods from [34] and $K=1$ for the proposed methods in this work and the methods from [16].

Figure 6

Figure 1 Order verification for SSP-TS SDIMSIM$_{pq}$ of order $p=r=s$ and stage order $q=p$ and ${q\,{=}\,p-1}$ with $K=1$ and grid refinement in time.

Figure 7

Figure 2 Numerical results of different SSP methods for Problem 1 with smooth solution at $T_f=2.0$ and $N=80$.

Figure 8

Figure 3 Numerical results of different SSP methods for Problem 1 with discontinuous solution at $T_f=0.23$.

Figure 9

Figure 4 Numerical results of different SSP methods for Problem 2 with discontinuous solution at $T_f=0.4$.

Figure 10

Table 7 Data for four Riemann problem tests.

Figure 11

Figure 5 Numerical results for Problem 3, test 1 (Sod’s problem), obtained by SSP-TS SDIMSIM$_{44}$, SSP-SD SDIMSIM$_{44}$ and SSP-TS TDRK$_{42}$.

Figure 12

Figure 6 Numerical results for Problem 3, test 2 (Lax’s problem), obtained by SSP-TS SDIMSIM$_{44}$, SSP-SD SDIMSIM$_{44}$ and SSP-TS TDRK$_{42}$.

Figure 13

Figure 7 Numerical results for Problem 3, test 3, obtained by SSP-TS SDIMSIM$_{44}$, SSP-SD SDIMSIM$_{44}$ and SSP-TS TDRK$_{42}$.

Figure 14

Figure 8 Numerical results for Problem 3, test 4, obtained by SSP-TS SDIMSIM$_{44}$, SSP-SD SDIMSIM$_{44}$ and SSP-TS TDRK$_{42}$.

Figure 15

Figure 9 Numerical results for Problem 4 obtained by SSP-TS SDIMSIM$_{44}$, SSP-SD SDIMSIM$_{44}$ and SSP-TS TDRK$_{42}$.

Figure 16

Figure 10 Maximal rise in total variation (5.1) as a function of the CFL number for linear advection on the left and for Burgers equation on the right.

Figure 17

Table 8 Comparison of the observed and theoretical value of SSP coefficients for linear advection and Burgers equation.