Civil Engineering Reference
In-Depth Information
When operating on a vector field v with components 1 2 3 ) , the vector operator
yields the divergence of v
∂υ 1
∂x 1 +
∂υ 2
∂x 2 +
∂υ 3
∂x 3
div v = · v =
(1.3)
The Laplacian of ϕ is:
2 ϕ
∂x 1 +
2 ϕ
∂x 2 +
2 ϕ
∂x 3
2 ϕ = div grad ϕ =
· ϕ =
(1.4)
When operating on the vector v , the Laplacian operator yields a vector field whose
components are the Laplacians of υ 1 2 and υ 3
2 υ i
∂ϕ 1 +
2 υ i
∂ϕ 2 +
2 υ i
∂ϕ 3
2 v ) i =
(
(1.5)
The gradient of the divergence of a vector v is a vector of components
∂υ 1
∂x 1 +
∂x i
∂υ 2
∂x 2 +
∂υ 3
∂x 3
( ∇∇ · v ) i =
(1.6)
The vector curl is denoted by
curl v = v
(1.7)
and is equal to
curl v = i 1 ∂υ 3
+ i 2 ∂υ 1
+ i 3 ∂υ 2
∂υ 2
∂x 3
∂υ 3
∂x 1
∂υ 3
∂x 2
∂x 2
∂x 3
∂x 1
(1.8)
1.3
Strain in a deformable medium
Let us consider the coordinates of the two points P and Q in a deformable medium
before and after deformation. The two points P and Q are represented in Figure 1.1.
The coordinates of P are (x 1 ,x 2 ,x 3 ) and become (x 1 +
u 3 ) after
deformation. The quantities (u 1 ,u 2 ,u 3 ) are then the components of the displacement
vector u of P . The components of the displacement vector for the neighbouring point Q ,
having initial coordinates (x 1
u 1 ,x 2 +
u 2 ,x 3 +
+
x 1 ,x 2
+
x 2 ,x 3
+
x 3 ) , are to a first-order approxi-
mation
∂u 1
∂x 1 x 1
∂u 1
∂x 2 x 2
∂u 1
∂x 3 x 3
u 1 =
u 1
+
+
+
∂u 2
∂x 1 x 1
∂u 2
∂x 2 x 2
∂u 3
∂x 3 x 3
u 2 =
u 2
+
+
+
(1.9)
∂u 3
∂x 1 x 1 +
∂u 3
∂x 2 x 2 +
∂u 3
∂x 3 x 3
u 3 = u 3 +
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