Civil Engineering Reference
In-Depth Information
material area leads to
p(M)δ p (M) d S(M) =
2 p i (M)δ p (M) d S(M)
S
S
jkβ
(12.24)
p(M 0 )G(M,M 0 )δ p (M) d S(M 0 ) d S(M)
S
S
that is
B p i (M) p i (M)δ B d S(M) =
2 p i (M) p i (M)δ B d S(M)
S
S
jkβ
(12.25)
B p i (M 0 )G(M,M 0 ) p i (M)δ B d S(M 0 ) d S(M)
S
S
δ B being arbitrary, the above equation leads to
2 p i (M) p i (M) d S(M)
B
S
jkβ
=
p i (M) p i (M) d S(M)
p i (M 0 )G(M,M 0 ) p i (M) d S(M 0 ) d S(M)
(12.26)
+
S
S
S
Using the fact that | p i |= 1 (arbitrarily normalized)
2 S
B
=
(12.27)
S
+
Z R βS
where S denotes the area of the material and Z R is the normalized radiation impedance
obtained from Equation (12.11) wherein symbol Z R denotes a non-normalized impedance.
Finally, using
B p i = ( 1 + V f ) p i , the surface pressure is related to the incident
p =
pressure by
2 p i (x,y, 0 )
1 +
2 p i (x,y, 0 )Z A
Z A +
p(x,y, 0 )
=
=
(12.28)
Z R β
Z R
with Z A = 1 β the material normalized surface impedance of the material.
In the case where the material is of infinite extent, the normalized radiation impedance
Z R = 1 cos θ and the classical formula for the parietal pressure is recovered
2 p i (x,y, 0 )Z A
p(x,y, 0 )
=
(12.29)
1
cos θ
Z A +
12.3.2 Absorption coefficient
The power absorbed at an incidence ( θ , φ) reads
2 Re
p υ n dS
2 ρ 0 c Re
Z A d S
p p
1
1
abs,f (θ,φ)
=
=
(12.30)
S
S
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