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The mechanical effects of short-circuit currents in - Montefiore

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1. INTRODUCTION<br />

1.1. GENERAL PRESENTATION OF THE BOOK<br />

CONTENT<br />

This brochure is a companion to CIGRE thematic<br />

publication 105 published <strong>in</strong> 1996 [Ref 101] on the<br />

same subject.<br />

Publication 105 can be considered as a very useful<br />

tool for def<strong>in</strong><strong>in</strong>g the problem <strong>of</strong> <strong>short</strong>-<strong>circuit</strong><br />

<strong>mechanical</strong> <strong>effects</strong> <strong>in</strong> substations with rigid or<br />

flexible busbars. <strong>The</strong> content has been transposed<br />

to IEC recommendation 60865 [Ref 2].<br />

This book is divided <strong>in</strong> several parts. Some <strong>of</strong> one<br />

be<strong>in</strong>g considered as a def<strong>in</strong>itive proposal (like rigid<br />

conductors), others are completely new approach<br />

(like equivalent static load <strong>in</strong> flexible conductors),<br />

considered as enough mature to be <strong>in</strong>cluded <strong>in</strong> IEC<br />

and others are proposal for future trends<br />

(probabilistic approach).<br />

In the past only the static behaviour <strong>of</strong> the support<br />

has been taken <strong>in</strong>to account. Recent development<br />

concerns a more comprehensive approach <strong>of</strong> bundle<br />

p<strong>in</strong>ch effect, dropper stretch and other features and<br />

their true impact on design as dynamic load<strong>in</strong>g.<br />

<strong>The</strong> new approach for flexible busbars is closely<br />

related to the dynamics <strong>of</strong> structures. <strong>The</strong> reader,<br />

not expert <strong>in</strong> that field, will f<strong>in</strong>d <strong>in</strong> annex 1 some<br />

basics.<br />

This brochure is focused on dynamic <strong>effects</strong> and<br />

correspond<strong>in</strong>g methods to def<strong>in</strong>e actual design<br />

loads for substations. A very good tentative has<br />

already been described <strong>in</strong> brochure 105 [Ref 101]<br />

as far as it concerns rigid busbars (see also chapter<br />

2 hereafter). However, flexible busbars had not<br />

been evaluated <strong>in</strong> a similar way. <strong>The</strong> exist<strong>in</strong>g<br />

methods def<strong>in</strong>e maximal tensile load <strong>in</strong> the<br />

conductor but there are no detailed methods to<br />

def<strong>in</strong>e correspond<strong>in</strong>g design loads. In a sense these<br />

loads have to be considered as act<strong>in</strong>g <strong>in</strong> a quasisteady<br />

regime, which is not true <strong>in</strong> most <strong>of</strong> the<br />

actual cases.<br />

Figure 1.1 Flexible bus configuration for calculation and tests<br />

A) horizontal stra<strong>in</strong> bus connected by <strong>in</strong>sulator<br />

cha<strong>in</strong>s to steel structures<br />

B) vertical dropper between stra<strong>in</strong>ed bus and<br />

apparatus<br />

C) horizontal connection between components<br />

D) jumper connect<strong>in</strong>g two stra<strong>in</strong>ed conductor<br />

sections<br />

E,F) end-span droppers (classical or spr<strong>in</strong>g loaded).<br />

5<br />

<strong>The</strong> Figure 1.1 details typical flexible busbars<br />

layout. Only case A has been evaluated <strong>in</strong> the<br />

former brochure. And even <strong>in</strong> the treated cases, the<br />

evaluation was restricted to estimate tension <strong>in</strong> the<br />

ma<strong>in</strong> bus (A on the Figure 1.1) <strong>in</strong> case <strong>of</strong> s<strong>in</strong>gle and<br />

bundle conductors. Maximum tension <strong>in</strong> the cable<br />

is not necessary a design load for the support<strong>in</strong>g<br />

structure.<br />

Annex 8.3 details what is possible to evaluate us<strong>in</strong>g<br />

former brochure 105.<br />

Moreover, to evaluate correctly the design load, we<br />

will also consider new cases, like dropper (case B<br />

(<strong>in</strong>-span dropper), E (end-span dropper), D<br />

(jumper) ).<br />

<strong>The</strong> relationship between forces and design loads is<br />

strongly related to dynamic behaviour <strong>of</strong> structures.<br />

As power eng<strong>in</strong>eers are not generally familiar with<br />

such problems, some detailed <strong>in</strong>formations will be<br />

given.<br />

<strong>The</strong> content <strong>of</strong> the brochure is divided <strong>in</strong> 6<br />

chapters, one annex, references and a detailed new<br />

data base on <strong>short</strong>-<strong>circuit</strong> tests (new cases<br />

supplement brochure 105, volume 2).<br />

Chapter 2 deals with rigid busbars. In the 105<br />

brochure [Ref 101], the electromagnetic forces on<br />

the conductors are discussed and their dynamic<br />

<strong>effects</strong> on the arrangements shown. In this paper,<br />

first the simplified method stated <strong>in</strong> the IEC<br />

Publication 60865-1 [Ref 2] and the European<br />

Standard EN 60865-1 [Ref 3] is described and it is<br />

shown that a permitted use <strong>of</strong> plastic deformation<br />

allows a higher load<strong>in</strong>g. In the second part, the<br />

calculation <strong>of</strong> forces and stresses <strong>in</strong> special<br />

configurations is derived such as associated phase<br />

structures busbar on a common support, parallel<br />

busbars.<br />

Chapter 3 deals with flexible bus systems.<br />

Chapter 4 is giv<strong>in</strong>g extra recommendations (see<br />

also brochure 105) for design and uprat<strong>in</strong>g.<br />

Chapter 5 is giv<strong>in</strong>g a new trend <strong>in</strong> the design<br />

approach, tak<strong>in</strong>g <strong>in</strong>to account probabilistic aspects.<br />

<strong>The</strong>re is not yet a consensus <strong>of</strong> us<strong>in</strong>g such methods<br />

ma<strong>in</strong>ly because <strong>of</strong> the lack <strong>of</strong> data's needed to use<br />

them. However, they can br<strong>in</strong>g substantial benefit<br />

<strong>in</strong> substation design and such approaches have<br />

merit to be presented and this brochure is<br />

address<strong>in</strong>g them.<br />

In power plants and substations, dc auxiliary<br />

systems are used to supply motors, measur<strong>in</strong>g<br />

devices and other k<strong>in</strong>d <strong>of</strong> loads. Power converters,<br />

storage batteries, smooth<strong>in</strong>g capacitors and motors<br />

can cause high <strong>short</strong>-<strong>circuit</strong> <strong>currents</strong> which lead to<br />

high <strong>mechanical</strong> and thermal stresses. <strong>The</strong>refore <strong>in</strong><br />

chapter 6, the variety <strong>of</strong> <strong>short</strong>-<strong>circuit</strong> <strong>currents</strong><br />

occurr<strong>in</strong>g <strong>in</strong> dc configurations are presented and

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