Civil Engineering Reference
In-Depth Information
N for d = 16 mm,
S u /d 2 = 20, 2S a /
d 2 = 200 N/mm 2
Reference
Wire rope
Nominal
diameter
d
Nominal
strength R 0
Test
frequency
Free
rope
length
Number
of tests
Constants
Standard
deviation
N/mm 2
mm
Hz
L/d
n
a 0
a 1
a 2
a 3
a 4
lg s
Wehking and
Klöpfer
(1999)
Klöpfer
( 2002 )
Warr.-Seale
6 9 36 IWRC-sZ
lubricated bright
or zinc
8
1,770
1.5 bis
8.0
40
21
17.49
-4.268
0.00374
-0.000014
-1.547
0.273
751,000
8
1,770
23
- b
10
1,770
4
10
1,960
18
10
1,770
19
10
1,770
11
16
1,770
14
16
1,770
16
24
1,770
17
24
1,960
24
30
1,770
18
36
1,770
8
WS-IWRC b
6 9 36-sZ
6 9 36-sZ
6 9 41-sZ
6 9 49-sZ
zn, lubricated
Casey ( 1993 )
38
1,570
C0.3
100
4
16.161
-4.180
0.0235
-0.000249
-0.926
0.116
-
40
100
13
70
50
10
127
55
8
Wehking and
Klöpfer
(1999),
Casey ( 1993 )
WS-IWRC 6 9 36-sZ
to 6 9 49-sZ bright
or zinc lubricated
8-127
1,570-1,960
40-100
217
16.302
-3.939
0.00326
-0.000012
-1.180
0.266
755,000
Spiral b -multistrand op.
(1 + 5 + 11 + 17 + 23)
9 7 = 57 9 7 zn, lubricated
Casey ( 1993 )
40
1570
C0.3
100
6
17.669
-4.736
-0.00110
-0.000016
0.849
0.072
-
127
55
4
Feyrer ( 1995 )
A: War 8 9 19 FC-sZ B: War
8 9 19 IRWC-sZ C: War-
8 9 19 IWRC-zZ lubricated
16
1570
3.3
87
22
19.66
-6.201
0.00382
-0.0000185
-
0.132
289,000
- b
16
1960
19
14.40
-4.078
-0.00246
-0.0000066
-
0.148
116,000
16
1960
16
16.74
-5.033
0.00493
-0.0000140
-
0.131
179,000
Filler 6 9 19 a
Ridge ( 1993 )
IWRC-sZ-lubricated
13
1770
3.0
50
9
25.108
-8.565
0.00288
0.000041
-
0.141
Ernst ( 2012 )
Seale IWRC 8 9 19-sZ-lubricated
12
1960
1.3
140
13
13.524
-3.760
0.00445
-0.0000117
-
0.127
91,000
a
Lower specific tensile force S u /d 2
= 20 N/mm 2
b
Partly with ventilator for cooling
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