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The mechanical effects of short-circuit currents in - Montefiore

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d)Methods used<br />

IEC 60865 method :<br />

- Calculation <strong>of</strong> amplification factor,<br />

- IEC Calculation on the reference case and<br />

application <strong>of</strong> amplification factor to :<br />

* force on support <strong>of</strong> rigid conductors (Fd),<br />

* result<strong>in</strong>g conductor stress (σtot).<br />

Advanced method :<br />

<strong>The</strong> amplification factor applies, for the<br />

calculation, on the same bases (τ and te) between<br />

the reference case and the considered situation (<br />

for example a three-phase fault on two busbars).<br />

Designers have to determ<strong>in</strong>e the bar and the<br />

phase for which the stress is maximum.<br />

e) Examples<br />

Separate Asymmetrical Symmetrical<br />

phase (1) phase (2) phase (3)<br />

d (m) 8.8 2 2<br />

D (m) 4.8 2 2<br />

α -1.186 1.5 0.2<br />

β 1 1.5 -0.750<br />

γ -0.254 0.333 -0.167<br />

φ -25.1° 180° 37.5°<br />

||K|| 1.9 1.167 0.83<br />

ϕmax 132.57° 60° 161.2°<br />

ϕm<strong>in</strong> 42.57° -30° 71.2°<br />

K 1.8102 1.5556 0.9921<br />

ϕmax<br />

Aster<br />

(4)<br />

132.6° 60°<br />

165°<br />

Kaster<br />

(4)<br />

1.78 1.5552 0.9477<br />

% 1.67 0.02 4.47<br />

Table 2.8 Example <strong>of</strong> caculation for various structure<br />

types, for three-phases fault on two busbars.<br />

(1) : <strong>The</strong> maximum response is obta<strong>in</strong>ed for a<br />

three-phases fault on two busbars on phase 2 bar<br />

1.<br />

(2) : As for (1), the maximum response is for a<br />

three-phases fault on two busbars on phase 3 bar<br />

1.<br />

(3) : In the case <strong>of</strong> phase 1 bar 1 and Imono = Itri,<br />

d 3<br />

for < , the maximum response is obta<strong>in</strong>ed<br />

D 2<br />

for a three-phase fault on one busbar. For<br />

d 3<br />

> , the phase to earth fault on two busbars<br />

D 2<br />

has the maximum response.<br />

(4) : Results obta<strong>in</strong>ed by the Code ASTER.<br />

Given a fault flow<strong>in</strong>g on two busbars, the Code<br />

ASTER <strong>of</strong> E.D.F. allows one to compute the<br />

<strong>in</strong>fluence <strong>of</strong> the phase variation over the force<br />

applied to the central bar. <strong>The</strong> results have been<br />

noted on the Figure 2.27, Figure 2.28 and Figure<br />

2.29.<br />

35<br />

Figure 2.27 Separate-phase layout<br />

Force on central bar dur<strong>in</strong>g a three-phase fault on<br />

two busbars.<br />

Figure 2.28 Asymmetrical associated phase layout<br />

Maximum force dur<strong>in</strong>g a three-phase fault on two<br />

busbars<br />

Figure 2.29 Symmetrical associated phase layout<br />

Force on outside bar dur<strong>in</strong>g a three-phase fault on<br />

two busbars.

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