Civil Engineering Reference
In-Depth Information
2.2.4.2 Longitudinal Oscillation of a Hanging Mass
A mass hanging on a wire rope can be made to oscillate along the axis of the rope.
Without taking the damping into consideration, the angular frequency is
r
c
S
M
x
0
¼
and the frequency
r
:
c
S
M
f
0
¼
x
0
1
2
p
2
p
¼
ð
2
:
57
Þ
Here it is presupposed that the rope mass is much smaller than the hanging mass
M and can be neglected. The wire rope as a spring has the spring constant
c
S
¼
E
S
ð
r
lower
;
r
upper
Þ
A
L
ð
2
:
58
Þ
with the rope elasticity module Es (r
lower
, r
upper
), the metallic rope cross-section A
and the rope length L. When the stress amplitude changes, the rope elasticity
module will be nearly constant if the middle stress remains the same. The rope
elasticity module
E
S
ð
r
lower
;
r
upper
Þ
¼E
S
ð
r
m
r
a
Þ
ð
2
:
58a
Þ
with the amplitude r
a
and with the middle rope tensile stress
r
m
¼
M
g
A
ð
2
:
58b
Þ
can be evaluated using (
2.50
) and (
2.52
) or Tables
2.3
and
2.4
.
The frequency of the hanging mass—neglecting the rope damping and other
dampings—can be calculated with the help of the Excel-program SEILELA2.XLS.
In addition to the frequency, the damping of the longitudinal vibrations is of
interest. Wehking et al. (
1999
) have made some decay tests. Figure
2.16
shows the
test situation. A main mass M and a dropping mass M
A
hang on a wire rope with
the diameter d = 10 mm and the length l = 12 m. After cutting the thin rope
between the main mass M and the dropping mass M
A
the main mass swings with
decreasing amplitude.
Figure
2.17
shows the typical behaviour of a decay test. Only the tests with
wire ropes which were ten times loaded before will be considered here. With the
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