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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