The mechanical effects of short-circuit currents in - Montefiore
The mechanical effects of short-circuit currents in - Montefiore
The mechanical effects of short-circuit currents in - Montefiore
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a) b)<br />
4<br />
+25 %<br />
0 %<br />
3<br />
2<br />
F t,c / F st<br />
1<br />
0<br />
-25%<br />
0 1 2 3 4<br />
F t,m/F st<br />
123<br />
6<br />
5<br />
4<br />
3<br />
F pi,c/ F st<br />
Figure 8.14: Cases *12 to *14<br />
a) Case *12: Short-<strong>circuit</strong> tensile force F t (18 tests)<br />
b) Cases *13 and *14: P<strong>in</strong>ch force F pi (19 tests)<br />
8<br />
6<br />
4<br />
F c / F st<br />
2<br />
0<br />
+25 %<br />
0 %<br />
-25%<br />
34 m 68 m 102 m<br />
0 2 4 6 8<br />
F m / F st<br />
Figure 8.15: Cases *9 to *11: Short-<strong>circuit</strong> force Maximum <strong>of</strong> F t and<br />
F f<br />
Span lengths: 34 m (4 tests), 68 m (4<br />
tests), 102 m (8 tests)<br />
2<br />
1<br />
0<br />
+25 %<br />
0 %<br />
-25%<br />
0 1 2 3 4 5 6<br />
F pi,m / F st<br />
Cases *4 to *7 (Laborelec 1980)<br />
<strong>The</strong>re are droppers <strong>in</strong> the distance <strong>of</strong> 2,5 m and 5 m<br />
from the ends <strong>of</strong> the span, but through 88 % <strong>of</strong> the bus<br />
conductor the <strong>short</strong>-<strong>circuit</strong> current flows. <strong>The</strong> conductor<br />
<strong>in</strong> the west cable is able to sw<strong>in</strong>g out free, but the<br />
movement <strong>of</strong> the cable <strong>in</strong> the east is h<strong>in</strong>dered by the<br />
droppers to ascend as high as the west cable.<br />
Nevertheless, these droppers are ignored.<br />
In Cases *4 and *6, the conductor is Cu 324 mm 2 , <strong>in</strong><br />
Cases *5 and *7, it is Cu 105 mm 2 .<br />
In Figure 8.16a and Figure 8.17a, the forces are<br />
separately shown for west and east. In Figure 8.17a, the<br />
standard calculates higher drop forces because <strong>in</strong> the<br />
tests, the conductors have a considerable k<strong>in</strong>etic energy<br />
at the beg<strong>in</strong>n<strong>in</strong>g <strong>of</strong> the fall.<br />
In three tests, droppers are <strong>in</strong> midspan. <strong>The</strong>refore the<br />
calculation is done accord<strong>in</strong>g to paragraph 3.3. <strong>The</strong><br />
results are shown <strong>in</strong> Figure 8.16a and Figure 8.17a.<br />
<strong>The</strong> horizontal displacements are given <strong>in</strong> Figure 8.16b<br />
and Figure 8.17b without and with droppers <strong>in</strong> midspan.