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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