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between directional derivatives and differentials (equation (4.31b) in Chapter 4), it
follows that w 12 = dq. This implies that w 21 =-dq. It is easy to see that all other w's
are zero.
To understand the motion of frame fields better, one introduces dual forms.
Given a frame field ( U 1 , U 2 , U 3 ) on R 3 , define the dual forms q i ( p ) Œ
Definition.
T p ( R 3 )* by
()
( () =∑ ()
3
q i
pv
v Up
,
v
Œ
T
R
.
i
p
As usual, q i ( p ) will be abbreviated to q i unless the point p needs to be specified
explicitly.
9.16.9. Theorem. (The Cartan structural equations) Let ( U 1 , U 2 , U 3 ) be a frame field
on R 3 . Let w ij and q i be the connection and dual forms, respectively, of this frame field.
Then
3
 1
(1) (The first structural equations)
d i
q
=
wq
Ÿ
ij
j
j
=
3
 1
(2) (The second structural equations)
d
w
=
w
Ÿ
w
ij
ik
kj
k
=
Proof.
See [ONei66].
Next, we move on to surfaces. Just like in the case of curves in R 3 , the geometry
of a surface can be deduced by analyzing special frame fields on them.
Let S be a surface in R 3 .
Definition. A frame field ( U 1 , U 2 , U 3 ) on S is called an adapted frame field on S if U 3
is a normal vector field for S .
Again, everything we do will be local in nature, so that we do not need adapted
frame fields to be defined on all of S , only on an open subset that is relevant at the
time. Because adapted frame fields are somewhat special, it is useful to make clear
when they exist.
9.16.10. Proposition. A surface S admits an adapted frame field if and only if it is
orientable and has a nonzero (tangent) vector field.
Proof.
Easy.
9.16.11. Example.
The cylinder defined by the equation
2
2
2
xy r
+=
admits the adapted frame field ( U 1 , U 2 , U 3 ) defined by
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