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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