Civil Engineering Reference
In-Depth Information
cos 2 a k E k A k
P n W
F k ¼
S :
ð 2 : 22a Þ
i¼0 Z i
cos 3 a i
E i
A i
By neglecting the contraction, the tensile force of the stranded rope is
!
X
X
n Wj
n S
S ¼ DL
L
z j cos 3 b j
z ij cos 3 a ij E ij A ij
ð 2 : 28a Þ
j¼0
i¼0
and the tensile force in the wire k of the strand l is
cos 2 b l
cos 2 a kl
E kl
A kl
S :
F kl ¼
P n S
P n wj
ð 2 : 29a Þ
j¼0 z j cos 3 b j
i¼0 z ij cos 3 a ij E ij A ij
The wire tensile stresses in the spiral rope and in the stranded rope are
r tk ¼ F k
A k
r tkl ¼ F kl
and
A kl :
All wires have nearly the same tensile stress if a wire rope has a fibre core and
the same lay angle for all wire layers (except, of course, the centre wires in the
strands which have a higher stress than the other wires). This common tensile
stress is
S
A cos a cos b :
r t ¼
ð 2 : 31 Þ
This equation was previously given by Wiek ( 1980 ). In the outer wires, the
tensile stress is a little smaller than as calculated in ( 2.31 ).
Example 2.1: Wire tensile stress in spiral wire ropes
Calculation of the tensile stress in the wires of the open spiral wire rope 1 9 37
according to Fig. 2.4 with the global wire rope tensile stress r z = 300 N/mm 2 .
The tensile force of the spiral rope, is
S ¼ A m r z ¼ 1 : 431 þ 6 þ 12 þ 18
ð
ð
Þ 1 : 227
Þ r z ¼ 45 : 61 300 ¼ 13,680 N :
Using ( 2.23 ), the tensile stress in the centre wire is
45 : 61 r z
¼ 45 : 61
r t0 ¼
41 : 09 r z
0 : 9703 3
1 þ 0 : 3 0 : 2419 2
1 : 431 þ
ð
6 þ 12 þ 18
Þ 1 : 227
r t0 ¼ 1 : 110 r z ¼ 333 N/mm 2 :
With the same Eq. ( 2.23 ), the tensile stress in the wires of the layers 1, 2 and 3
with the same lay angle a = 14 is
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