Civil Engineering Reference
In-Depth Information
500
X
10
3
WS 6 x 36 - NFC - sZ
R
0
= 1770 N/mm
2
tensile force S = 27.5 kN
rope diameter d = 20 mm
steel sheave D/d = 10.5 mm
bending length l = 75 d
400
mean
300
200
100
0
0
1
2
side deflection angle
ˑ
3
4
Fig. 3.54 Discarding number of rope bending cycles under a different side deflection of the rope,
Neumann (
1987
)
1.000.000
r
Lasche, l = 60d
WSC + 34x7, sZ
S
Käfig, l = 60d
Käfig, l = 250d / 450d
d =12 mm, R
0
=1770 N/mm
2
S
D/d = 25
r = 6,36 mm
ʳ
= 60
8
ʳ
S = 16,8 kN, S/d
2
= 117 N/mm
2
S = 30 kN, S/d
2
= 208 N/mm
2
S = 45 kN, S/d
2
= 312 N/mm
2
D
steel
= 30
8
100.000
10.000
23
456
7
−
7
−
6
−
5
−
4
−
3
−
2
−
1
0
1
side deflection angle
ˈ
[ ]
Fig. 3.55
Breaking number of bending cycles for a multi-strand rope, D/d = 25, Schönherr
(
2005
)
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