Civil Engineering Reference
In-Depth Information
σ zz =−
φp e
(8.11)
σ zz =− ( 1 φ)p e
(8.12)
σ xz =
0
(8.13)
where the summation is performed on the six Biot waves. If the excitation is created by
a normal unit stress field τ zz applied on the frame, Equation (8.12) must be replaced by
σ zz =−
τ zz
( 1
φ)p
+
(8.14)
At the upper face, the velocity components and the stress components related to
λ j b j can be written, the x dependence being discarded
σ xz =
M 1 , 1 λ 1
+
M 1 , 2 λ 2
+
M 1 , 3 λ 3
(8.15)
u s z =
M 2 , 1 λ 1
+
M 2 , 2 λ 2
+
M 2 , 3 λ 3
(8.16)
u z =
M 3 , 1 λ 1 +
M 3 , 2 λ 2 +
M 3 , 3 λ 3
(8.17)
σ zz =
M 4 , 1 λ 1
+
M 4 , 2 λ 2
+
M 4 , 3 λ 3
(8.18)
σ zz =
M 5 , 1 λ 1
+
M 5 , 2 λ 2
+
M 5 , 3 λ 3
(8.19)
u s x = M 6 , 1 λ 1 + M 6 , 2 λ 2 + M 6 , 3 λ 3
(8.20)
The coefficients M i,j are given in Appendix 8.A. For the case of the impinging plane
wave (Figure 8.1a), the coefficients λ j related to the unit total pressure field p with
p e
1 can be obtained from Equations (8.11) - (8.13). Inserting these values in Equation
(8.10) gives the velocity υ z , the surface impedance Z s (ξ/k 0 )
=
p e /v z , and the reflection
=
coefficient V(ξ/k 0 )
Z s (ξ/k 0 )
Z 0 / cos θ
V(ξ/k 0 ) =
(8.21)
Z s (ξ/k 0 )
+
Z 0 / cos θ
(ξ/k 0 ) 2 ) 1 / 2 .The
where Z 0 is the characteristic impedance of the free air and cos θ
=
( 1
normal total velocity components U z = u s z , U z = u z , and the reflection coefficient
can be obtained with the parameters T ij given by
M 1 ,j
M 1 , 3 M i + 1 , 3
T ij
=
M i + 1 ,j
(8.22)
i
=
1 ,..., 5 ,j
=
1 , 2
Using Equations (8.13) and (8.15), Equations (8.18) - (8.19) can be rewritten
σ zz =
T 31 λ 1 +
T 32 λ 2
(8.23)
σ zz = T 41 λ 1 + T 42 λ 2
(8.24)
From Equations (8.11) - (8.12) the ratio λ 2 1 is given by
λ 2
λ 1 = s 1 =−
φT 41
( 1
φ)T 31
(8.25)
φT 42
( 1
φ)T 32
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