Civil Engineering Reference
In-Depth Information
Fig. 2.5 Wire space curve in
a straight spiral rope
z
I
x
r
ʱ
r
˕
tan
ʱ
˕
y
Although the moments M
b
and M
tor
out of (
2.6
) and (
2.7
) can be neglected in
calculating the wire tensile force, the bending and torsion stresses resulting from
these moments can be considerable. The stresses come from the change of the
curvature K and the winding T.
The curvature K of a space curve is in parameter form according to (
2.32
) with
the curvature radius q
K ¼
1
q
s
x
0
2
þ
y
0
2
þ
z
0
2
ð
2
:
33
Þ
Þ
2
ð
Þ
ð
x
00
2
þ
y
00
2
þ
z
00
2
Þ
x
0
ð
x
00
þ
y
0
y
00
þ
z
0
z
00
K ¼
:
Þ
3
ð
x
0
2
þ
y
0
2
þ
z
0
2
The winding T shows how strongly the space curve differs from the osculating
plane in the neighbourhood of a point. The winding is
x
0
y
0
z
0
x
00
y
00
z
00
x
000
y
000
z
000
T ¼ q
2
Þ
3
:
ð
2
:
34
Þ
ð
x
0
2
þ
y
0
2
þ
z
0
2
For the simple case of a wire in a straight strand or spiral rope with the wire
winding radius r, the curvature radius q is
r
sin
2
a
q ¼
ð
2
:
35
Þ
and the winding
T ¼
sin a
cos a
r
:
ð
2
:
36
Þ
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