Civil Engineering Reference
In-Depth Information
or, using the notation for the gradient operator
u =
ϕ
+ ψ
(1.67)
The rotation vector in Equation (1.17) is then equal to
1
2 ψ
=
(1.68)
Therefore, the scalar potential involves dilatation while the vector potential describes
infinitesimal rotations.
In the absence of body forces, the displacement equation of motion (1.46) is
ρ 2 u
∂t 2
2 u
=
+
µ)
∇∇ · u +
µ
(1.69)
Substitution of the displacement representation given by Equation (1.67) into Equation
(1.69) yields
2 [ ϕ + ψ ] + + µ) ∇∇ · [ ϕ + ψ ] = ρ 2
µ
∂t 2 [ ϕ + ψ ]
(1.70)
2 ϕ ,
In Equation (1.70),
·
ϕ can be replaced by
· ψ = 0, allowing this
equation to reduce to
µ
∂t 2
ρ 2
ρ 2
2
2 ϕ
2 ϕ
2
µ
ϕ
+
λ
+
µ
∂t 2
ϕ
+
∧ ψ = 0
(1.71)
2
2 ϕ and
2
2
By using the relations
ϕ
=
ψ = ∧∇
ψ , Equation (1.71)
can be rewritten
∂t 2
µ
∂t 2
ρ 2 ϕ
ρ 2
ψ
2 ϕ
2
+
2 µ)
+
ψ
=
0
(1.72)
From this, we obtain two equations containing, respectively, the scalar and the vector
potential
2 ϕ
∂t 2
ρ
2 ϕ
=
(1.73)
λ
+
2 µ
2
ρ
µ
ψ
∂t 2
2
ψ =
(1.74)
Equation (1.73) describes the propagation of irrotational waves travelling with a wave
number vector k equal to
2 µ)) 1 / 2
k
=
ω(ρ/(λ
+
(1.75)
The phase velocity c is always related to the wave number k by Equation (1.62). The
quantity K c defined as
K c
=
λ
+ 2 µ
(1.76)
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