Civil Engineering Reference
In-Depth Information
n
wj
S ¼
X
n
S
X
z
j
cos b
j
F
ij
z
ij
cos a
ij
:
ð
2
:
24
Þ
j¼0
i¼0
According to (
2.20
), the wire tensile force in the wire layer i of the strand j is
cos
2
a
ij
1
þ
m
ij
sin
2
a
ij
F
ij
¼
Dl
j
l
j
E
ij
A
ij
ð
2
:
25
Þ
and according to (
2.19
) and the wire rope length L = l
j
cos b
j
cos
2
b
j
1
þ
m
j
sin
2
b
j
Dl
j
l
j
¼
DL
L
:
ð
2
:
26
Þ
Then, using (
2.25
) and (
2.26
), the tensile force of a wire ij is
cos
2
b
j
1
þ
m
j
sin
2
b
j
cos
2
a
ij
1
þ
m
ij
sin
2
a
ij
F
ij
¼
DL
L
E
ij
A
ij
:
ð
2
:
27
Þ
Using (
2.27
) and (
2.24
), the wire rope tensile force is
!
n
wj
X
n
S
z
j
cos
3
b
j
1
þ
m
j
sin
2
b
j
X
z
ij
cos
3
a
ij
1
þ
m
ij
sin
2
a
ij
S ¼
DL
L
E
ij
A
ij
:
ð
2
:
28
Þ
j¼0
i¼0
Combining (
2.27
) and (
2.28
) by eliminating DL/L, the tensile force in the
certain wire k in the strand l is
cos
2
b
l
1
þ
m
l
sin
2
b
l
cos
2
a
kl
1
þ
m
kl
sin
2
a
kl
E
kl
A
kl
S
!
F
kl
¼
ð
2
:
29
Þ
X
cos
3
b
j
1
þ
m
j
sin
2
b
j
nw
P
n
S
j¼0
cos
3
a
ij
1
þ
m
ij
sin
2
a
ij
z
j
z
ij
E
ij
A
ij
i¼0
and the tensile stress in that wire is
r
tkl
¼
F
kl
A
kl
:
ð
2
:
30
Þ
2.1.4.3 Influence of the Poisson Ratio
The Poisson ratio (transverse contraction ratio) for steel m
i
= 0.3 can also be used
for the steel wire helix in the strands. Because the length-related radial force
between the wires is very small, the reduction of the wire diameter and winding
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