Civil Engineering Reference
In-Depth Information
Table 3.1
Stress range and middle stress in wires during rope running over a sheave, Schiffner
( 1986 )
Wire position
Ordinary lay
Lang lay
Tensile side
Compressive side
Tensile side
Compressive side
r m
2 r a
r m
2 r a
r m
2 r a
r m
2 r a
N/mm 2
N/mm 2
N/mm 2
N/mm 2
1
139
467
560
343
128
287
504
513
2, 4
7
452
648
352
137
416
541
572
3
164
316
528
237
101
475
574
540
5, 13
531
776
110
685
591
968
121
642
6, 16
563
812
30
797
599
810
22
781
7, 15
522
690
102
780
552
652
33
923
8, 14
604
857
2
797
590
804
21
926
9
719
524
-115
557
937
798
-262
708
10, 12
1025
726
-446
803
915
914
-327
761
11
864
644
-305
754
779
871
-135
561
lubricated, r Z = 300 N/mm 2 ;
Parallel
lay
rope,
six
strand
with
fibre
core;
D/d = 28.8;
r = 0.53d; d = 0.076d; d S = 0.311d; h S = 6.19d; h W = 2.63d
and the middle stress
r m ¼ r 1 þ r 2 þ r 3 þ r 4
2
:
ð 3 : 13 Þ
Schiffner ( 1986 ) calculated the range stress and the middle stress on the tensile
and the compressive side for wires in different positions. These stresses are listed
in Table 3.1 for ordinary and lang lay ropes. The positions of the wires considered
here are shown in the sketch accompanying Table 3.1 . The calculation has been
made for a third of the expected endurance. Where it was supposed that the friction
coefficient has been increased up to l = 0.15.
Table 3.1 shows that the maximum stress range occurs in the strands on the side of
the rope. This is true especially for tensile stress. For an ordinary rope, this maximum
stress lies in positions 8 and 14 with contact to the core and for the lang lay rope in
positions 5 and 13 between the neighbouring strands. The maximum stress range is
greater for lang lay ropes than for ordinary ropes. Nevertheless lang lay ropes have
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