Civil Engineering Reference
In-Depth Information
• The wire is bent with the binormal helix as a neutral axis (this is only of
importance for wires which are not round) and twisted in such a way that the
neutral axis is located stationary to the wire.
Hruska (
1953
) calculated the cross-section of round wire strands using the sim-
plification of taking ellipses as the section contour of the round wires. Using the
same simplification, Shitkow and Pospechow (German translation
1957
) gave a
detailed presentation of this method of calculation. For a long time, their topic was
a guide for the practical calculation of rope geometry. Jenner (
1992
) established
that the results calculated with the ellipse simplification are accurate enough for
the lay angles normally used.
Groß (
1954
) calculated the first realistic contour (based on the two given pre-
suppositions) for round wires in the cross-section of a strand. Shitkow and
Pospechow (
1957
) and Wiek (
1985
) came to the same result as Groß. Wolf (
1984
)
and Wang and McKewan (
2001
) presented the geometry of round strand ropes in
vector form. The use of computers for these methods in practice brought a great
progress for the rope quality, Wiek (
1977
), Fuchs (
1984
) and Voigt (
1985
) etc.
One method of calculating a realistic cross-section of a round wire in a straight
strand is presented in a clear parameter form. Using u for the wire winding angle
u
W
, the wire winding radius r
W
and the lay angle a, the equations for the wire axis
in a strand are
x
M
¼
r
W
sin u
y
M
¼
r
W
cos u
z
M
¼
r
W
u cot a
:
ð
1
:
7
Þ
(These and the following equations are also valid for round strands in straight
ropes with u = u
S
for the winding strand angle, with r
S
for the winding strand
radius and with the strand lay angle b instead of a.)
The surface of a wire with the diameter d in a strand is defined by the equations
x
¼
r
W
sin u
þ
d
2
sin u
cos
ð
u
0
u
Þþ
d
2
cos u
sin
ð
u
0
u
Þ
cos a
y
¼
r
W
cos u
þ
d
2
cos u
cos
ð
u
0
u
Þ
d
ð
1
:
8
Þ
2
sin u
sin
ð
u
0
u
Þ
cos a
z
¼
r
W
u cot a
d
2
sin
ð
u
0
u
Þ
sin a
:
These equations are to be found in a slightly different version in Andorfer (
1983
)
and Schiffner (
1986
). There, the cross-section is to be found, for example, with
z = 0. From that the last Eq. (
1.8
) is derived
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