Civil Engineering Reference
In-Depth Information
2
lg
2S
ac
d
2
¼
lg N
c
1
a
1
a
0c
þ
a
2
S
lower
d
2
S
lower
d
2
þ
a
3
þ
a
4
lg d
a
1
!
þ
a
5
lg z
þ
lg f
L
:
ð
2
:
111
Þ
with N
j
¼ N
D
¼ 2
10
6
.
With (
2.110
), the number of load cycles will be calculated, directly valid up to
2 9 10
6
for all quantiles c. Numbers of load cycles above that should be corrected
with (
2.104
). By using the limiting number of load cycles 2 9 10
6
for all quan-
tiles, the standard deviation will be—as in reality—strongly extended in the region
above the limiting number of load cycles.
For the practical calculation of the numbers of load cycles the Excel-program
SWINGSP2.XLS can be used.
Example 2.15: Number of load cycles
Data:
Warrington-Seale rope 6 9 36—IWRC—sZ
Wire rope diameter d = 20 mm, nominal strength R
0
= 1, 770 N/mm
2
,
lubricated
Rope length L = 120 m, terminated with resin sockets
The fluctuating tensile forces are
Lower tensile force S
lower
= 30 kN, S
lower
/d
2
= 75 N/mm
2
Upper tensile force S
upper
= 80 kN
The range of the specific force is
2S
a
=
d
2
¼
S
upper
S
lower
d
2
¼ 125 N/mm
2
:
Results:
Using (
2.110
) and the constants from Table
2.11
, the numbers of load cycles are
N
50
¼ 3
;
690
;
000
N
10
¼ 1
;
410
;
000
N
1
¼ 680
;
000
From these numbers only
N
1
¼ 680
;
000
and
N
10
¼ 1
;
410
;
000
are directly valid. The mean number of loading cycles—greater than 2 9 10
6
—has
to be corrected. For that, using (
2.111
), the limit range of the specific tensile force is
2S
aD50
=
d
2
¼ 146 N/mm
2
:
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