Civil Engineering Reference
In-Depth Information
Fig. 3.70 Number of wire
breaks B
360
on a bending
length l = 8 9 2 9 22.5
d = 360 d, Feyrer (
1983b
)
500
300
200
100
50
30
20
Warrington 8
19
−
SFC
30kN
10
ordinary lay, bright
d = 16 mm, R
o
= 1570 N/mm
2
D/d = 25, r = 0.53 d
D
5
steel, hardened, rope lubricated
before and during test, mineral oil
3
2
1
10
5
10
5
10
5
2
−
3
−
0
number of bending cycles N
takes the load more or less completely. Different critical rope lengths occur
depending on the kind of load and the construction of the wire rope, Woernle
(
1929
), Herbst (
1934
), Costello (
1997
) and Raoof (
1992
). Based on these findings,
the reference rope lengths where the number of wire breaks is important have been
standardised. For stranded ropes, the reference lengths are normally L = 30 d and
6 d and for spiral ropes L = 500 d, 200 d and 6 d.
Figure
3.69
shows the numbers of wire breaks B
6max
and B
60
in relation to the rope
reference length L = 6 d and the bending length l = 2 9 30 d. The numbers of wire
breaks B
6max
are the maximum number of wire breaks to be found on the rope
bending length l = 2 9 30 d or l = 60 d. For a big diameter ratio D/d = 63, the wire
breaks occur at very early stage, i.e. 10 or 20 % of the rope endurance (relative
number of bending cycles N
0
= 10 or 20 %). In contrast, for a small diameter ratio
such as D/d = 10, the first wire breaks only occur just before the end of the rope life.
For greater bending lengths l, the increase in the number of wire breaks
B produces a smoother curve. Such a curve is given in Fig.
3.70
for the growth of
the total number of wire breaks on a bending length l = 360 d. Up to about the
total number of wire breaks B
360
= 15 (
wh
ereby, on the reference length L = 30
d, the mean number of wire breaks is B
30
¼ 1
:
25) the number of wire breaks
increase exponentially with the number
of bending cycles
B
¼
a
0
e
a
1
N
:
ð
3
:
75
Þ
This function of the increase in the number of wire breaks has also been found
during the inspection of mining shaft hoists by Daeves and Linz (
1941
) and Ulrich
(
1980
) and in ropeways by Beck (
1992
). The fact that this corresponds to (
3.75
)is
possible as for safety reasons the wire ropes in these installation
s h
ave to be replaced
at an early stage with a mean number of wire breaks of about N
30
¼ 1to2.
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