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The mechanical effects of short-circuit currents in - Montefiore

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CONTENTS<br />

1. INTRODUCTION ............................................................................................... 5<br />

1.1. General presentation <strong>of</strong> the book content ............................................................................................... 5<br />

1.2. General presentation <strong>of</strong> the ma<strong>in</strong> problem ............................................................................................. 6<br />

1.3. Substations <strong>mechanical</strong> characteristics................................................................................................... 7<br />

1.3.1. Insulator support dynamic behaviour.................................................................................................. 7<br />

1.3.2. Typical apparatus dynamic behaviour................................................................................................. 7<br />

1.3.3. Rough evaluation <strong>of</strong> the basic frequency <strong>of</strong> <strong>in</strong>sulators apparatus and support<strong>in</strong>g structures. ............. 8<br />

1.3.4. Ma<strong>in</strong> busbars frequencies.................................................................................................................... 9<br />

2. RIGID BUSBARS............................................................................................ 10<br />

2.1. Introduction............................................................................................................................................. 10<br />

2.2. Short-<strong>circuit</strong> Strength accord<strong>in</strong>g to IEC 60865-1 and EN 60865-1 .................................................... 10<br />

2.2.1. Method .............................................................................................................................................. 10<br />

2.2.2. Short-<strong>circuit</strong> current forces................................................................................................................ 11<br />

2.2.3. Bend<strong>in</strong>g stresses <strong>in</strong> the conductors tak<strong>in</strong>g <strong>in</strong>to account plastic <strong>effects</strong> and forces on the substructures<br />

13<br />

2.2.4. Relevant natural frequencies <strong>of</strong> ma<strong>in</strong>- and sub-conductors............................................................... 20<br />

2.2.5. Section moduli <strong>of</strong> ma<strong>in</strong> and sub-conductors ..................................................................................... 24<br />

2.2.6. Superposition <strong>of</strong> stresses <strong>in</strong> conductors............................................................................................. 27<br />

2.3. Special Configurations............................................................................................................................ 28<br />

2.3.1. Associated phase structures busbar on a common support................................................................ 28<br />

2.3.2. Influence <strong>of</strong> two busbars ................................................................................................................... 31<br />

3. FLEXIBLE BUSBARS..................................................................................... 36<br />

3.1. Introduction............................................................................................................................................. 36<br />

3.2. Typical Oscillograms and Calculations................................................................................................. 37<br />

3.2.1. Typical oscillograms <strong>of</strong> forces <strong>in</strong> the bus.......................................................................................... 37<br />

3.2.2. Application <strong>of</strong> advanced method on high voltage busbar system ..................................................... 39<br />

3.3. <strong>The</strong> dropper behaviour........................................................................................................................... 42<br />

3.3.1. Introduction....................................................................................................................................... 42<br />

3.3.2. Typical oscillograms ......................................................................................................................... 42<br />

3.3.3. Advanced computation results .......................................................................................................... 44<br />

3.3.4. Simplified methods ........................................................................................................................... 46<br />

3.4. <strong>The</strong> bundle p<strong>in</strong>ch..................................................................................................................................... 52<br />

3.4.1. Introduction....................................................................................................................................... 52<br />

3.4.2. Advanced computation results .......................................................................................................... 53<br />

3.4.3. Dynamic behaviour <strong>of</strong> close and various degrees <strong>of</strong> wide bundl<strong>in</strong>g................................................. 54<br />

3.5. Load on Portals, apparatus term<strong>in</strong>als and equivalent static load....................................................... 58<br />

3.5.1. Introduction....................................................................................................................................... 58<br />

3.5.2. Maximum <strong>in</strong>stantaneous load and equivalent static load for dropper stretch.................................... 58<br />

3.5.3. Maximum <strong>in</strong>stantaneous load and equivalent static load for bundle p<strong>in</strong>ch....................................... 58<br />

3.5.4. Maximum <strong>in</strong>stantaneous load and equivalent static load for Ft, Ff................................................... 59<br />

3.6. ESL factors from numerical simulations. ............................................................................................. 60<br />

2

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