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Bezinal Voltage 32luik - Bekaert

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Operating the conductor at higher<br />

temperatures increases power grid<br />

capacity<br />

Whereas in the past electricity production<br />

has been strongly localised in the<br />

area where it is consumed, the current<br />

trend to buy electricity where it is cheapest<br />

strongly increases transport over<br />

large distances, using the existing networks.<br />

The result is that the installed capacity<br />

of high voltage power lines is getting<br />

insufficient. Economic and ecological<br />

objections prevent the building of new<br />

lines in many places.<br />

The only solution is<br />

significantly increasing<br />

the capacity of existing<br />

lines, i.e. increasing<br />

line capacity.<br />

Capacity (MVA)<br />

P 250°C<br />

2x<br />

P 50°C<br />

As a consequence, more heat is generated<br />

(heat generation increases quadraticly<br />

with current), causing the nominal<br />

operating temperature to rise from 50°C<br />

up to even 300°C.<br />

Existing power grids are typically equipped<br />

with traditional ACSR or AAAC conductors,<br />

which are not suitable for operation<br />

at these high temperatures.<br />

Therefore, ACSS and T-ACSR conductors<br />

have been developed.<br />

50 100 150 200 250<br />

Temperature of the conductor (°C)<br />

Different conductor types<br />

ACSR:<br />

Aluminium<br />

Conductor Steel<br />

Reinforced<br />

The conductor consists<br />

of steel wires around<br />

which hard-drawn 1350<br />

aluminium wires are<br />

wound. Both the steel<br />

core and the aluminium<br />

wires mechanically<br />

support the conductor.<br />

ACSS:<br />

Aluminium<br />

Conductor Steel<br />

Supported<br />

ACSS and ACSR are<br />

similar from a geometric<br />

point of view. The<br />

ACSS is annealed in the<br />

factory. The main aim is<br />

to permanently soften<br />

the hard-drawn 1350<br />

aluminium wires. In all<br />

operating conditions the<br />

ACSS is only supported<br />

by the steel.<br />

AAAC:<br />

All Aluminium Alloy<br />

Conductor.<br />

A drawn and age-hardened<br />

6201 aluminium<br />

alloy yields a considerably<br />

higher mechanical<br />

strength than the pure<br />

1350 aluminium. No<br />

steel is needed for supporting<br />

the conductor.<br />

T-ACSR:<br />

Temperature<br />

resistant Aluminium<br />

Conductor Steel<br />

Reinforced<br />

The conductor is similar<br />

to an ACSR, except that<br />

the aluminium is alloyed<br />

with zirconium (Zr),<br />

which prevents the<br />

mechanical properties<br />

of the drawn aluminium<br />

to change irreversibly at<br />

elevated temperatures.<br />

Determining design parameters:<br />

sag and safety limit (force)<br />

Two design parameters determine the applicability<br />

of a conductor (technical constraints related to<br />

the towers are not considered): the sag and the<br />

force required to keep the conductor in the air.<br />

The maximum allowable force for a conductor<br />

corresponds typically with one third of the yield<br />

strength. Relating the applied force<br />

to the yield strength is straightforward<br />

(force = strength<br />

60<br />

x cross section of the supporting<br />

area of the conductor).<br />

50<br />

The maximum allowable sag is often<br />

related with local (legal) restrictions.<br />

40<br />

Force<br />

Wind load<br />

Definition of sag and force<br />

applied force (kN)<br />

Sag<br />

30<br />

20<br />

10<br />

Own weight<br />

and ice load<br />

The sag is often expressed in terms of the radius,<br />

typically 1600 m. This value (excl. external<br />

load) is the starting point for further calculations.<br />

Other constants are: a span of 400 meter, external<br />

load of about 500 kg, (conductor geometry =<br />

Hawk (ASTM) or equivalent).<br />

Force<br />

15 20 25<br />

sag/m<br />

For a constant temperature, the<br />

sag is function of the total load<br />

(conductor weight, ice and<br />

wind load) and the modulus of<br />

elasticity of the supporting<br />

metal (typically 200 GPa for<br />

steel and 70 GPa for aluminium).<br />

When the sag decreases, the<br />

force increases substantially.<br />

Influence of temperature<br />

on the mechanical<br />

properties<br />

When determining the sag at elevated temperatures<br />

(Operating temperatures up to 300°C are<br />

taken into consideration), we need to consider:<br />

- the thermal expansion coefficient of the different<br />

metals (typically 12 µm/m°C and 25<br />

µm/m°C for the used steel and aluminium grades,<br />

resp.)<br />

- the temperature dependence of the different<br />

metals’ elasticity modulus. The temperature<br />

related changes of the modulus are reversible.<br />

The yield strength –and hence the “safe operation<br />

limit” corresponding with 1/3 of the yield<br />

strength- decreases with temperature. In contrast<br />

with the modulus of elasticity, temperature induced<br />

changes of the yield strength are almost completely<br />

irreversible for the hard-drawn 1350 aluminium<br />

in ACSR and the 6201 aluminium alloy in<br />

AAAC, thanks to recrystallisation and over-aging<br />

effects. After heating to 300°C, both alloys will<br />

have mechanical properties similar to those of<br />

annealed 1350 aluminium. The yield strength of<br />

zirconium-alloyed aluminium used for T-ACSR<br />

conductors is reversibly changing up to a certain<br />

temperature. This temperature depends on the<br />

amount of zirconium in the alloy. It is typically<br />

180°C for standard grades and 250°C for high<br />

grades with more zirconium. The temperature<br />

induced change in yield strength of the steel will<br />

be reversible.<br />

BEKAERT<br />

3

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