Civil Engineering Reference
In-Depth Information
from the optimal rope diameter the number of bending cycles does not change very
much. Therefore, the rope diameter can be smaller than the optimal rope diameter by
a reasonable percentage without suffering too great a loss of endurance.
3.4.6 Rope Drive Calculations, Examples
Example 3.7
Numbers of bending cycles
Data:
Filler-rope 6 9 (19 + 6F) - ESWRC - sZ, well lubricated
Nominal rope diameter d = 16 mm
Nominal strength R
0
= 1,960 N/mm
2
Sheave diameter D = 400 mm
Steel groove radius r = 0.55d
Tensile force S = 30 kN
Rel. force difference DS/S = 0.8
Bending length l = 2.4 m.
Number of simple bending cycles:
According to (
3.55
) and Tables
3.14
and
3.14a
the discard number of bending
cycles is
lg N
A10
¼ 63
;
500
The endurance factor is f
N
= f
N3
= 0.79 according to Table
3.15
. Then the
adjusted number of simple bending cycles at which with 95 % certainty not more
than 10 % of the ropes have to be discarded is
This and the other dis
c
arding and breaking numbers of bending cycles are
Number of combined fluctuating tension and bending cycles:
The force factor is f
S5
= 1.445 according to (
3.69
).
Then the equivalent tensile force for the fluctuating tension and bending is
S
equ
¼ f
S5
S ¼ 1
:
445
30 ¼ 43
:
35 kN
:
with this equivalent force the discard number of bending cycles is
N
A10com
¼ 30
;
100
:
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