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The mechanical effects of short-circuit currents in - Montefiore

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5.2.2. A global Approach<br />

For analyz<strong>in</strong>g exist<strong>in</strong>g structures, RTE proposes a<br />

two-step approach:<br />

Step 1: Check us<strong>in</strong>g the local determ<strong>in</strong>istic values <strong>of</strong><br />

the <strong>short</strong>-<strong>circuit</strong> current, the time constant and the<br />

clearance time, tak<strong>in</strong>g the safety factors <strong>in</strong>to account.<br />

Step 2: Check us<strong>in</strong>g the probabilistic values <strong>of</strong> the<br />

<strong>short</strong>-<strong>circuit</strong> current <strong>in</strong>tensity, the voltage phases<br />

hav<strong>in</strong>g caused the fault, and possibly the w<strong>in</strong>d<br />

velocity concomitant with the occurrence <strong>of</strong> the fault<br />

and the direction <strong>of</strong> the w<strong>in</strong>d (<strong>in</strong> this case, the<br />

prevail<strong>in</strong>g w<strong>in</strong>d may be taken as perpendicular to the<br />

busbars).<br />

Negative<br />

verification<br />

Verification by<br />

probabilistic<br />

approach<br />

Calculation <strong>of</strong><br />

the risk <strong>of</strong><br />

collapse<br />

Check<strong>in</strong>g<br />

aga<strong>in</strong>st the local<br />

determ<strong>in</strong>istic<br />

values, tak<strong>in</strong>g<br />

the safety<br />

factors <strong>in</strong>to<br />

account<br />

Step 2<br />

Positive<br />

verification<br />

End <strong>of</strong> the<br />

verification<br />

This type <strong>of</strong> approach has been developed below for<br />

rigid busbar only.<br />

5.2.3. A Calculation Method<br />

Step 1<br />

Given the choice <strong>of</strong> possible approaches, it is best to<br />

take <strong>in</strong>to account either the design situation which, if<br />

well chosen, corresponds to a penaliz<strong>in</strong>g situation, or<br />

a more detailed method, described <strong>in</strong> 5.2.3.1.4. This<br />

section is not <strong>in</strong>tended to def<strong>in</strong>e that situation<br />

specifically for each company and accord<strong>in</strong>g to local<br />

particularities, but rather to outl<strong>in</strong>e the ma<strong>in</strong> steps <strong>in</strong><br />

an approach that may be broken down as follows:<br />

80<br />

Def<strong>in</strong>ition <strong>of</strong> the P.D.F. for the primary variables<br />

Def<strong>in</strong>ition <strong>of</strong> the parameters characteriz<strong>in</strong>g the <strong>mechanical</strong> loads<br />

Calculation <strong>of</strong> the <strong>mechanical</strong> loads distribution<br />

Def<strong>in</strong>ition <strong>of</strong> the C.D.F. for the <strong>mechanical</strong> strength variables<br />

Calculation <strong>of</strong> the risk <strong>of</strong> collapse as a function <strong>of</strong> Gamma 7.4<br />

Def<strong>in</strong>ition <strong>of</strong> occurences <strong>of</strong> stress-generat<strong>in</strong>g faults<br />

Def<strong>in</strong>ition <strong>of</strong> the number <strong>of</strong> loaded elements<br />

Calculation <strong>of</strong> the failure recurrence time

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