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Assuming summation over repeated indices, we specialize the deformation tensor of first order
c KL according to ( 14.2 ). In detail, we note that ( 14.3 )and( 14.4 )hold.
∂u k
∂U K
∂u l
∂U l = δ kl
∂u k
∂U K
∂u l
∂U l =
c KL = g kl
∂x k
∂U K
∂x l
∂U l ,
=
(14.2)
c 11 = ∂x
∂Λ
2
+ ∂y
∂Λ
2
,
c 12 = ∂x
∂Λ
∂x
∂Φ
+ ∂y
∂Λ
∂y
∂Φ
,
(14.3)
c 22 = ∂x
∂Φ
2
+ ∂y
∂Φ
2
,
∂x
∂Λ = A 1 ,
∂x
∂Φ = ∂y
∂Λ =0 ,
∂y
∂Φ = f ( Φ ) ,
(14.4)
c KL = A 1
.
0
f ( Φ )
0
At this point, let us finally review the principal stretches and let us finally give the general
structure of the coordinate lines.
Λ 1 = c 11 /G 11 = 1 E 2 sin 2 Φ
cos Φ
, Λ 2 = c 22 /G 22
= f ( Φ )(1
E 2 sin 2 Φ ) 3 / 2
A 1 (1 − E 2 )
,
(14.5)
x = A 1 Λ, y = f ( Φ ) .
(14.6)
14-2 Special Mapping Equations
Special mapping equations of cylindric mappings: normal equidistant, normal conformal, and
normal equiareal mappings.
 
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