Civil Engineering Reference
In-Depth Information
This force tends to zero with
ε
, and a boundary condition for the stress at
x
=−
l
is
σ
xx
(
σ
xx
(
p(
−
l)
+
−
l)
+
−
l)
=
0
(6.97)
Another boundary condition is derived from the continuity of pressure and can be
expressed
σ
xx
(
−
l)
=−
φp(
−
l)
(6.98)
φ
being the porosity of the material. The use of Equations (6.97) and (6.98) yields
σ
xx
(
−
l)
=−
(
1
−
φ)p(
−
l)
(6.99)
The conservation of the volume of air and frame through the plane
x
=−
l
yields
φ u
f
(
φ)u
s
(
u
a
(
−
l)
+
(
1
−
−
l)
=
−
l)
(6.100)
u
a
(
l)
being the velocity of the free air at the boundary. The surface impedance
Z
of
the material is given by
−
l)/u
a
(
Z
=
p(
−
−
l)
(6.101)
This surface impedance can be evaluated in the following way. At first, it can easily
be shown that Equations (6.91), (6.92) and (6.95) together yield
V
i
=−
V
r
,
i
=−
V
r
(6.102)
Equations (6.98) - (6.102) yield
φ)u
a
(
Z
1
V
i
[exp
(jδ
1
l)
−
(
1
−
−
l)Z
=−
jδ
1
l)
]
−
Z
2
V
i
[exp
(jδ
2
l)
+
exp
(
−
jδ
2
l)
]
+
exp
(
−
(6.103)
−
φ u
a
(
−
l)Z
=−
Z
1
φµ
1
V
i
[exp
(jδ
1
l)
+
exp
(
−
jδ
1
l)
]
−
(6.104)
Z
2
φµ
2
V
i
[exp
(jδ
2
l)
+
exp
(
−
jδ
2
l)
]
φ)
]
V
i
[exp
(jδ
1
l)
[
φµ
1
+
(
1
−
−
exp
(
−
jδ
1
l)
]
(6.105)
φ)
]
V
i
[exp
(jδ
2
l)
u
a
(
+
[
φµ
2
+
(
1
−
−
exp
(
−
jδ
2
l)
]
=
−
l)
This system of three equations (6.103) - (6.105) has a solution (
V
i
,
V
i
)if
−
2
Z
1
cos
δ
1
l
−
2
Z
2
cos
δ
2
l
−
(
1
−
φ)Z
2
Z
1
µ
1
cos
δ
1
l
2
Z
2
µ
2
cos
δ
2
l
−
Z
−
−
=
0
(6.106)
1
2
j
sin
δ
1
l(φµ
1
+
1
−
φ)
2
j
sin
δ
2
l(φµ
2
+
1
−
φ)
and
Z
is given by
j
(Z
1
Z
2
µ
2
−
Z
2
Z
1
µ
1
)
Z
=−
(6.107)
D
where
D
is given by
D
=
(
1
−
φ
+
φµ
2
)
[
Z
1
−
(
1
−
φ)Z
1
µ
1
]tg
δ
2
l
+
φµ
1
)
[
Z
2
µ
2
(
1
−
Z
2
]tg
δ
1
l
(
1
−
φ
+
φ)
−
(6.108)