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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