Civil Engineering Reference
In-Depth Information
Fig. 3.39 Endurance factor f
d
for the influence of the rope diameter on the number of bending
cycles, Feyrer (
2011
)
N
i
ð
d; l ¼ 60d
Þ
N
Ei
ð
d
E
¼ 16 mm; l
E
¼ 60d
E
Þ
:
f
di
¼
ð
3
:
52
Þ
The endurance factor for the rope diameter of all those wire ropes with the
diameter d is the geometric mean of the endurance factors f
di
n
s
Y
n
X
n
n
lg f
d
¼
1
f
d
¼
f
di
rsp
lg f
di
ð
3
:
52a
Þ
i¼1
i¼1
The advantage of this method is that the results of many different wire ropes
and test conditions can be merged and that a common endurance factor f
d
can be
found for the rope diameter d. As a result of the investigation the found endurance
factors for rope diameter is presented in Fig.
3.40
.
Figure
3.40
endurance factor f
d
for the influence of the rope diameter on the
number of bending cycles, Feyrer (
2011
).
The endurance factor f
d
is not a straight line in the double logarithmic chart.
Thus the relation cannot given exactly in the form with a constant exponent. A
simply form for the endurance factor f
d
is
b
þ
1
b
þð
d
=
d
E
Þ
a
¼
0
:
52
0
:
48
þð
d
=
16
Þ
0
:
3
f
d
¼
ð
3
:
52b
Þ
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