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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Tension dur<strong>in</strong>g the <strong>short</strong>-<strong>circuit</strong><br />
<strong>The</strong> <strong>mechanical</strong> tension given by this relation leads to<br />
the study <strong>of</strong> the follow<strong>in</strong>g function :<br />
y = 3.cos δ + 3. r2.s<strong>in</strong>δ− 2χ<br />
i<br />
s<strong>in</strong>ce δδδδ ′<br />
2 is always positive, the follow<strong>in</strong>g relation is<br />
true : cos δ + .s<strong>in</strong> δ ≥ χ<br />
r2 i<br />
<strong>The</strong> consequence is : y ≥ χχχχ i .<br />
<strong>The</strong> maximum <strong>of</strong> the tension is reached when<br />
δδδδ = δδδδ 12 , . Effectively the derived value is equal to 0<br />
for this value :<br />
dy<br />
=− 3.s<strong>in</strong> δ + 3. r2<br />
.cos δ = 0<br />
dδ<br />
tg δ = r δ = δ<br />
2 1, 2<br />
This maximum has a value :<br />
2<br />
y = 3. 1+ r − 2χ<br />
M 2 i<br />
This maximum is reached for<br />
t M<strong>in</strong> ( )<br />
T ⎛ res2<br />
⎞<br />
1 = ⎜ k.<br />
π −ϕ<br />
⎟<br />
k ⎝ 2π<br />
⎠<br />
if ϕ < 0 then k = 0 else ϕ > 0 k = 1<br />
<strong>The</strong> variation <strong>of</strong> the tension between the start<strong>in</strong>g<br />
position y=1 and this maximum is equal to :<br />
2<br />
∆y = y − y = 3 1+ r −1− 2<br />
. .χ If<br />
M M o 2<br />
i<br />
≥ then ϕ 2 =∆yM else<br />
Tk2 t1<br />
Tk2 with<br />
< t1 ϕ 2 = ∆ y<br />
∆y = 3.cos δ + r .s<strong>in</strong>δ<br />
− 2χ −1<br />
( )<br />
k2 2 k2 i<br />
<strong>The</strong> tension at anchor<strong>in</strong>g po<strong>in</strong>ts dur<strong>in</strong>g this second<br />
<strong>short</strong>-<strong>circuit</strong> is given by the equation (*34). For the<br />
equation (*33), the <strong>in</strong>fluence <strong>of</strong> the heat<strong>in</strong>g due to the<br />
first <strong>short</strong>-<strong>circuit</strong> can also be analyzed.<br />
Influence <strong>of</strong> the first-fault heat<strong>in</strong>g<br />
In IEC 60865, the heat<strong>in</strong>g is not taken <strong>in</strong>to account<br />
dur<strong>in</strong>g the movement. <strong>The</strong> heat<strong>in</strong>g is used to estimate<br />
the distance between the two conductors ( CD ).<br />
But <strong>in</strong> case <strong>of</strong> a reclosure, it is necessary to<br />
understand the <strong>in</strong>fluence <strong>of</strong> the first-fault heat<strong>in</strong>g :<br />
-<strong>in</strong> the state change equation for the tensile force<br />
dur<strong>in</strong>g the second <strong>short</strong>-<strong>circuit</strong>.<br />
-on the second <strong>short</strong>-<strong>circuit</strong> drop force.<br />
129<br />
<strong>The</strong> applied force dur<strong>in</strong>g a <strong>short</strong>-<strong>circuit</strong> F t to<br />
anchor<strong>in</strong>g po<strong>in</strong>ts is given by the relation (*34).<br />
<strong>The</strong> equation for state changes allows calculation <strong>of</strong><br />
tensions at anchor<strong>in</strong>g po<strong>in</strong>ts by the use <strong>of</strong> the formula<br />
<strong>of</strong> the IEC 60865, described <strong>in</strong> (*33).<br />
<strong>The</strong> heat<strong>in</strong>g modifies this change state equation as<br />
follow<strong>in</strong>g :<br />
3 3 2 * 2<br />
*<br />
+ 2 + + + 1+ 2 + 2<br />
( )<br />
( ) ( )<br />
ϕ ψ ϕ ζ ζ ψ ϕ ζ ζ ψ<br />
*<br />
− ζ 2 + ϕ ϕ + ζ = 0<br />
* α. ∆θ. Es .<br />
=<br />
with ζ<br />
F st<br />
<strong>The</strong> drop force can change with the heat<strong>in</strong>g . <strong>The</strong> IEC<br />
60865 does not take <strong>in</strong>to account this <strong>in</strong>fluence. It is<br />
also neglected here because this heat<strong>in</strong>g <strong>in</strong>fluence is<br />
very low.<br />
Value <strong>of</strong> angle at the end <strong>of</strong> the second <strong>short</strong><strong>circuit</strong>.<br />
⎛ Tk2<br />
⎞<br />
δ k2 = δ1, 2 + ( δ i −δ1,<br />
2)<br />
cos⎜<br />
2π<br />
⎟ +<br />
⎝ Tres2<br />
⎠<br />
Tres2δ′ i ⎛ Tk2<br />
⎞<br />
s<strong>in</strong>⎜2π<br />
⎟<br />
2π<br />
⎝ T ⎠<br />
res2<br />
2<br />
2 8π<br />
δ ′ k2= [ r δ k + δ k − χ<br />
2 2.s<strong>in</strong> 2 cos 2 i]<br />
T<br />
Free movement after the <strong>short</strong>-<strong>circuit</strong><br />
<strong>The</strong> equation (4.4 volume 1 <strong>of</strong> [Ref 1]) is the rule for<br />
the movement. Its first range l<strong>in</strong>ked with the above<br />
conditions leads to :<br />
[ r2 k2 i ]<br />
2 2<br />
δ′ = 2ω cos δ + .s<strong>in</strong>δ<br />
− χ<br />
<strong>The</strong> maximum angle δ m2<br />
after the second <strong>short</strong><strong>circuit</strong><br />
is given by :<br />
cos<br />
= r<br />
( δ m2<br />
) = χ i − r2.<br />
s<strong>in</strong>δ<br />
k 2<br />
( s<strong>in</strong>δ<br />
− s<strong>in</strong>δ<br />
) + cos(<br />
δ )<br />
2<br />
i<br />
k 2<br />
Work <strong>of</strong> LAPLACE forces<br />
Work <strong>of</strong> LAPLACE forces after the first <strong>short</strong> -<br />
<strong>circuit</strong> is given by :<br />
T = Mg 0.<br />
8b<br />
r.<br />
s<strong>in</strong> δ<br />
L1<br />
= Mg 0.<br />
8b<br />
c<br />
c ( k )<br />
( 1−<br />
cos(<br />
δ ) )<br />
m<br />
Work <strong>of</strong> LAPLACE forces after the second <strong>short</strong> -<br />
<strong>circuit</strong> is expressed by :<br />
m