Civil Engineering Reference
In-Depth Information
j
kx
j
kx
px
()
=⋅
Ae
+⋅
Be
− ⋅ )
(5.78)
1
(
j
kx
j
kx
and
vx
( )
=
Ae
Be
.
Z
c
The quantities A and B will be determined by the boundary conditions on each side of the
layer. On the left-hand side, where x is equal zero, we get
pAB
=+
1
1
(5.79)
(
)
and
v
=
A
B
.
1
Z
c
On the right-hand side, where x is equal to d , the pressure is given by
j
kd
j
kd
p
=⋅
A e
+⋅
B e
= + ⋅
(
A
B
) cos
kd
−⋅
j (
A
− ⋅
B
) sin
kd
.
(5.80)
2
Hence, using the Equations (5.79)
p
=⋅
p
cos
kd
−⋅
j
Z v
cos
kd
.
(5.81)
2
1
c 1
Correspondingly, the particle velocity on the output side will be
p
1
(5.82)
v
=⋅
v
cos
kd
j
sin
kd
.
2
1
Z
c
We may now cast the Equations (5.81) and (5.82) into the form sought after
cos
kd
j
Z
sin
kd
c
p
p
⎡⎤
⎡⎤
1
2
=
.
(5.83)
sin
kd
⎢⎥
⎢⎥
j
cos
kd
v
v
⎣⎦
⎣⎦
1
2
Z
c
As an example, we shall assume that the layer is placed on to an infinitely hard wall,
which implies that v 2 is equal to zero or that the load impedance Z L in Equation (5.76) is
infinite. The input impedance will then be
p
1
Z
==−⋅
j
Z
t (
kd
)
,
(5.84)
1
c
v
1
which was expected from our formerly derived result (see Equation (5.50) ).
Equation (5.83) may, however, be put into a general form. First, it is common to
substitute the wave number by the propagation coefficient Γ, which is given by j⋅ k .
Second, we shall not assume normal incidence but introduce oblique incidence giving the
wave vector propagating through the material an angle ϕ with the normal. The result will
be
 
 
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