Civil Engineering Reference
In-Depth Information
In these equations k 1 ,k 2 and k 3 are the components of the wave number vector k
k 1 =
n 1 k 1
k 2 =
n 2 k 2
k 3 =
n 3 k 3
(3.3)
Using the wave equation (1.56), the components of the wave vector satisfy the equation
ρ
K ω 2
k 1 +
k 2 +
k 2 =
k 2
=
(3.4)
Equation 3.2 can be rewritten as
A
Z c
k 1
k exp[ j(
υ 1 (x 1 ,x 2 ,x 3 ,t)
=
k 1 x 1
k 2 x 2
k 3 x 3 +
ωt) ]
A
Z c
k 2
k exp[ j(
υ 2 (x 1 ,x 2 ,x 3 ,t)
=
k 1 x 1
k 2 x 2
k 3 x 3 +
ωt) ]
(3.5)
a
Z c
k 3
k exp[ j(
υ 3 (x 1 ,x 2 ,x 3 ,t)
=
k 1 x 1
k 2 x 2
k 3 x 3 +
ωt) ]
For the plane wave described by Equations (3.1) - (3.3), k is perpendicular to the
equiphase and equiamplitude planes. A more significant generalization can be achieved
by discarding Equation (3.3) and using only Equation (3.4) to define k 1 , k 2 and k 3 .A
first simple example is considered where k 2 is real in Equation (3.4).
The components of the wave number vector k are
k 1
=
l,
k 2
=−
jm, k 3
=
0
(3.6)
where the quantities m and l are real, positive and are linked by Equation (3.4), which
can be rewritten as
ρ
l 2
m 2
K ω 2
=
(3.7)
From Equations (3.1) and (3.5), it follows that
p(x 1 ,x 2 ,x 3 ,t)
=
A exp[ j(
lx 1 +
ωt)
mx 2 ]
(3.8)
Al
Z c k exp[ j(
υ 1 =
lx 1 +
ωt)
mx 2 ]
(3.9)
j Am
υ 2
=−
Z c k exp[ j(
lx 1
+
ωt)
mx 2 ]
(3.10)
υ 3 = 0
(3.11)
From the above equations it is seen that the equiamplitude planes are parallel to the
x 2 =
j in
υ 2 indicates a phase difference of π /2 between υ 1 and υ 2 . These two quantities cannot
be the geometrical projections of a vector on the x 1 and x 2 axes unless complex angles
are used to take into account the phase difference between the components.
Plane waves with distinct equiphase and equiamplitude planes are called inhomo-
geneous plane waves. Equations (3.3) can always be used to define the three complex
0 plane, and the equiphase planes are parallel to the x 1 =
0 plane. The factor
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