Civil Engineering Reference
In-Depth Information
Fig. 2.3 Elongation of a
strand wire
U
i
U
i
l
i
U
i
tan
ʱ
i
l
i
/cos
ʱ
i
l
s
ʔ
l
i
ʱ
i
l
s
m
i
¼
Du
i
=
u
i
Dl
i
=
l
i
:
Here u
i
is the winding circumference and Du
i
its contraction. Using this and
(
2.15
), the contraction of the winding circumference is
Du
i
¼ e
i
m
i
u
i
and with u
i
¼ l
i
sin a
i
is
Du
i
¼ e
i
m
i
l
i
sin a
i
:
ð
2
:
18
Þ
Using (
2.17
) and (
2.18
), the wire elongation is then
Dl
i
¼ Dl
S
cos a
i
e
i
m
i
l
i
sin
2
a
i
or
Dl
i
þ
Dl
i
m
i
sin
2
a
i
¼ Dl
S
cos a
i
:
Following this, the elongation of a wire in the wire layer i is
Dl
S
cos a
i
1
þ
m
i
sin
2
a
i
:
Dl
i
¼
ð
2
:
19
Þ
This equation together with (
2.14
) and (
2.16
) supplies the tensile force of a wire
in the wire layer i as a function of the strand elongation
Dl
S
cos
2
a
i
E
i
A
i
F
i
¼
ð
2
:
20
Þ
sin
2
a
i
l
S
1
þ
m
i
or its component in the direction of the strand
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