Civil Engineering Reference
In-Depth Information
or—for wire ropes which are not too short—it can be simplified by considering the
rope length as a ring and then the number of steps is
z ¼
l
Dl
:
ð
3
:
81
Þ
As wire breaks are relatively rare, too small a length should not be chosen for
the step Dl. A realistic length is Dl = d for visible outside wire breaks and Dl = 6
d for magnetic inspection.
The probable maximum number of wire breaks B
L,max
on the reference length
L is given by
z
ð
1
p
ð
B
L
;
max
1
ÞÞ
1 [ z
ð
1
p
ð
B
L
;
max
ÞÞ:
ð
3
:
82
Þ
For the Poisson distribution is
z
ð
1
X
B
L
;
max
1
B
B
L
L
B
L
!
e
B
L
Þ
1 [ z
ð
1
X
B
L
;
max
B
B
L
L
B
L
!
e
B
L
Þ:
ð
3
:
82a
Þ
B
L
¼0
B
L
¼0
The probable maxim
um
number of wire breaksB
L,max
depends only on the mean
number of wire breaks B
L
and the number of steps z.
Example 3.6
Distribution of the number of wire breaks
Data:
Rope diameter d = 24 mm
Bending length l = 30 m
Total number of wire breaks B
l
= 150
Step length Dl = 1 d
Reference length L = 30 d
Results:
Mean number of wire breaks B
L
¼
B
l
l
¼ 150
30
24
=
30,000 ¼ 3
:
6
Number of steps z = l/Dl = 30,000/(1 9 24) = 1,250
e
B
L
¼ e
3
:
6
¼ 0
:
02732
:
The probability w that B
L
occurs and the probability p that B
L
or smaller occurs
Bl
w =
w =
p =
0:
3.6^0/0!*0.02732 = 1/1*0.02732
= 0.02732;
0.02732
1:
3.6^1/1!*0.02732 = 3.6/1* 0.02732
= 0.09837;
0.1257
2:
3.6^2/2!*0.02732 = 12.96/2*0.02732
= 0.1771;
0.3027
3:
3.6^3/3!*0.02732 = 46.66/6*0.02732
= 0.2125;
0.5152
and so on.
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