Civil Engineering Reference
In-Depth Information
S i ¼ F i cos a i :
The strand tensile force is the sum of all wire tensile force components
S ¼ X
n
z i S i ¼ X
n
z i F i cos a i
ð 2 : 13 Þ
i¼0
i¼0
In addition to the known symbols, n is the number of wire layers counted from
the inside with n = 0 for the centre wire and z i is the number of wires in the wire
layer i.
For the following, it will be presupposed that the strand cross-section rests
plane if the strand with the length l S is elongated with Dl S by a tensile force. The
elongation can now be calculated and, from this, the tensile force of all the wires.
The tensile force of a wire in a wire layer i is
F i ¼ Dl i
l i
E i A i :
ð 2 : 14 Þ
l i is the wire length, Dl i the wire elongation, E i the elasticity module and A i the
cross-section of a wire in the wire layer i. The extension of that wire is
e i ¼ Dl i
l i
:
ð 2 : 15 Þ
With l S for the length of the strand, the length of the wire is
l S
cos a i :
l i ¼
ð 2 : 16 Þ
In Fig. 2.3 , the unwound wire about the strand axis is shown before and after
the strand elongation. Therefore, when the failures of higher classification are
neglected, then the wire elongation is
Dl i ¼ Dl S Du i tan a i
ð
Þ cos a i
or
Dl i ¼ Dl S cos a i Du i sin a i :
ð 2 : 17 Þ
The contraction of the winding radius respectively the circumference in relation
to the wire extension—that transverse contraction ratio can also be designated as
''Poisson's ratio'' of the wire helix—is
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