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In-Depth Information
One procedure that is often effective is the central difference method in which the velocity
and acceleration are expressed as
1
1
V n
V n
=
t [ V n + 1
V n 1 ] ,
=
t 2 [ V n + 1
2 V n
+
V n 1 ]
(10.98)
2
where subscripts n
1 ,n , and n
+
1 represent the time
(
n
1
)
t, n
t , and
(
n
+
1
)
t,
respectively, with n
....
The displacement at time
=
0 , 1 ,
(
n
+
1
)
t is obtained by considering Eq. (10.97) at time n
t ,
i.e.,
M V n +
C V n +
KV n =
P n
(10.99)
V n and
V n of Eq. (10.98) into Eq. (10.99), giving
Substitute the relations for
M
V n + 1 =
K
V n
M
V n 1
C
2 M
C
t 2 +
P n
t 2
2
t
t 2
2
t
or
KV n + 1
=
P n + 1
(10.100)
with
M
C
K
=
t 2 +
2
t
K
t 2 V n
M
V n 1
2 M
C
P n + 1
=
P n
t 2
2
t
The constant matrix K is called an effective stiffness matrix , and P n + 1 is the effective load at
time step n
.
Since M and C are diagonal matrices, it is not necessary to solve a system of simultaneous
equations. Note that K is not a function of K .
In these relations, the equation for V n + 1 involves V n and V n 1
+
1. Equation (10.100) is a set of linear equations and can be used to find V n + 1
.
Therefore, in order to
calculate the solution at the first time step
t , a special starting procedure must be used.
For example, use the second relationship of Eq. (10.98) with n
=
0 to derive an expression
V 0
.
= (
)/
for V 1
With
V 1
V 0
t, this leads to
+
t 2
2
t V 0
V 0
=
V 1
V 0
(10.101)
V 0 can be obtained directly from Eq. (10.97) with V 0 and
V 0 known. Table 10.2
where
summarizes the procedure for computer implementation.
Stability and Accuracy
Consider a single-DOF sys te m so that K , C , M , and P reduce to k, c, m, and p . Rearrange
Eq. (10.100), and set c
=
0 , p
=
0
.
=
X n + 1
AX n
(10.102)
where
V n + 1
V n
V n
V n 1
X n + 1
=
X n
=
and
2
2
t 2
ω
1
2
A
=
ω
=
k
/
m
(10.103)
1
0
Matrix A is called the amplification matrix . Stability and accuracy of an integration algo-
rithm depend on the eigenvalues of this amplification matrix, and in order to have a stable
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