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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Both cases have the same 200-kV-arrangement, case 2<br />
with s<strong>in</strong>gle conductors and case 3 with close bundled<br />
conductors. Figure 8.11 and Figure 8.12 give the results.<br />
In Figure 8.11a, many results lie with<strong>in</strong> the range ±25<br />
%. In Figure 8.11a and Figure 8.12a, the marks above<br />
+25 % show that the standard calculates values far on<br />
the safe side; this is due to the fact that <strong>in</strong> some cases<br />
the span rotates one or several times, see Figure 4.2 <strong>of</strong><br />
[Ref 1]. <strong>The</strong> measured second maximum <strong>of</strong> the force at<br />
the bottom <strong>of</strong> the movement is lower than the force <strong>in</strong> a<br />
span fall<strong>in</strong>g down from its highest position. When the<br />
k<strong>in</strong>etic energy is exhausted a fall from the highest<br />
position can occur and this is taken <strong>in</strong>to account <strong>in</strong> the<br />
standard. In addition, at the beg<strong>in</strong>n<strong>in</strong>g <strong>of</strong> the fall down<br />
the k<strong>in</strong>etic energy <strong>in</strong> the conductor is not zero which is<br />
considered by the factor 1.2 <strong>in</strong> Equation (*35) <strong>of</strong> the<br />
standard, see Section 4.2.4 <strong>of</strong> [Ref 1]. <strong>The</strong> results under<br />
the –25 % l<strong>in</strong>e are only with low <strong>short</strong>-<strong>circuit</strong> forces<br />
compared to the static force and also with <strong>short</strong>-<strong>circuit</strong><br />
durations less than 0,1 s.<br />
a) b)<br />
8<br />
+25%<br />
0 %<br />
12<br />
6<br />
4<br />
F c / F st<br />
2<br />
0<br />
-25%<br />
0 2 4 6 8<br />
F m / F st<br />
120<br />
In both cases 2 and 3, the horizontal displacements had<br />
only been measured <strong>in</strong> a few tests and are <strong>in</strong> good<br />
agreement, Figure 8.11b and Figure 8.12b.<br />
8.3.2. Stra<strong>in</strong>ed conductors<br />
Case *8 (FGH 1985)<br />
<strong>The</strong> span length is 40 m, <strong>in</strong> case 8 with a s<strong>in</strong>gle<br />
conductor Al/St 537/53 and with s<strong>in</strong>gle and bundled<br />
conductors Al/St 537/53 and Al/St 1045/55. Figure<br />
8.13a compares the maxima <strong>of</strong> F t and F f, <strong>in</strong>clud<strong>in</strong>g the<br />
tests where the sub-conductors clash effectively. Only <strong>in</strong><br />
some tests, the sub-conductors do not clash effectively,<br />
Figure 8.13b, but <strong>in</strong> the most cases, the sw<strong>in</strong>g out and<br />
drop forces are decisive, Figure 8.13c. <strong>The</strong> horizontal<br />
displacement b h is given <strong>in</strong> Figure 8.13d. A good<br />
agreement is achieved.<br />
10<br />
8<br />
6<br />
F c / F st<br />
4<br />
Figure 8.10: Case 1: Short-<strong>circuit</strong> forces<br />
a) Sub-conductors are clash<strong>in</strong>g effectively (60 tests)<br />
b) Sub-conductors do not clash effectively (78 tests)<br />
2<br />
0<br />
+25<br />
0 %<br />
-25%<br />
0 2 4 6 8 10 12<br />
F m / F st