Issue 61
N. Razali et alii, Frattura ed Integrità Strutturale, 61 (2022) 214-229; DOI: 10.3221/IGF-ESIS.61.14
The stability function for this method is given by
z
1 1
2
R z
(5)
( )
z
2
Smoothing for one-step IMR is given follows:
1 2 3 1 4 4 0 1
1 1 2 2 3
(6)
2
These methods are called symmetrisers, are first order and have a stability function given by
2 2 1 1 z
R z
( )
(7)
The two-step symmetriser is constructed with a composition of four symmetric steps:
A
0 0 0 0 0
b Pv
c
,
,
T eb A
b Pu e c
, , A b c
(8)
e c
u
T
T
2 3
eb eb A
0
v
e c
T
T
T
eb eb eb A
This method satisfies B (2) and C (1), which is
2 T T T T b e b c b c b Ac
2, 2 2 2 T T u c v e c
,
(9)
2 1 T T T b c u c v e c b c u c v e c 8 8 T 1 2 4 4 T T
,
.
where , A b and c are given in (8). The stability for this two ‐ step symmetriser is given by 1 ( ) 1 . T R z zb I zA e
(10)
Using the second ‐ order condition in (9) and satisfying damping, i.e. the stability condition in (10), the two ‐ step IMR with Butcher tableau is obtained as
1 1 2 2 3
1 2 1 1 1 1 1 1 1 2 17 13 3 16 16 16
2 5 2 7 2
(11)
1 2
1
16
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