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<strong>NTNU</strong><br />

<strong>NTNU</strong><br />

<strong>NTNU</strong><br />

Slide 205<br />

Slide 207<br />

Transferfunksjonsmodell av motor og<br />

omformer<br />

Transferfunksjoner for strøm og turtall<br />

Trondheim 2000<br />

i f<br />

u dio<br />

ra<br />

⋅ ( 1 + Ta<br />

⋅ s)<br />

n(<br />

s)<br />

=<br />

⋅ ⋅ u st ( s)<br />

−<br />

⋅ m ( s)<br />

2<br />

2 L<br />

ra<br />

⋅ Tm<br />

⋅ s ⋅ ( 1 + Ta<br />

⋅ s)<br />

+ i f 1 + Tv<br />

⋅ s ra<br />

⋅ Tm<br />

⋅ s ⋅ ( 1 + Ta<br />

⋅ s)<br />

+ i f<br />

Tm<br />

⋅ s<br />

u dio<br />

if<br />

i a ( s)<br />

=<br />

⋅ ⋅ u st ( s)<br />

+<br />

⋅ m L ( s)<br />

2<br />

2<br />

r T s ( 1 T s)<br />

i 1 + Tv<br />

⋅ s<br />

a ⋅ m ⋅ ⋅ + a ⋅ + f<br />

ra<br />

⋅ Tm<br />

⋅ s ⋅ ( 1 + Ta<br />

⋅ s)<br />

+ if<br />

Slide 209<br />

2<br />

1.5<br />

1<br />

0.5<br />

0<br />

-0.5<br />

-1<br />

-1.5<br />

Momentkarakteristikker for uregulert<br />

maskin<br />

m e=f(n)<br />

-2<br />

-2 0 2 4 6<br />

Trondheim 2000<br />

■ De stasjonære karakteristikker:<br />

u a − i f ⋅ n<br />

i a =<br />

ra<br />

2<br />

i f ⋅ u a − i f ⋅ n<br />

m e =<br />

ra<br />

m e = i f ⋅ i a = m L<br />

■ Sterk følsomhet i strøm og<br />

moment ved endring av<br />

turtall<br />

■ Redusert følsomhet i<br />

feltsvekkingsområdet<br />

Trondheim 2000<br />

<strong>NTNU</strong><br />

<strong>NTNU</strong><br />

<strong>NTNU</strong><br />

Slide 206<br />

Slide 208<br />

Slide 210<br />

Modell med konstant feltstrøm<br />

−sTv<br />

u dio<br />

−sT<br />

i f ⋅ n(<br />

s)<br />

u dio ⋅ e ⋅ u st ( s)<br />

− i f ⋅ n(<br />

s)<br />

v<br />

i a ( s)<br />

=<br />

⋅ e ⋅ u st ( s)<br />

−<br />

=<br />

ra<br />

⋅ ( 1 + Ta<br />

⋅ s)<br />

ra<br />

⋅ ( 1 + Ta<br />

⋅ s)<br />

ra<br />

⋅ ( 1 + Ta<br />

⋅ s)<br />

ra= 0.09 Ta=12 ms Tm=0.1 s<br />

i f = 0<br />

1<br />

0.8<br />

0.6<br />

0.4<br />

0.2<br />

0<br />

-0 .2<br />

-0 .4<br />

-0 .6<br />

-0 .8<br />

-1<br />

① 1/2*T<br />

a<br />

① i = 1<br />

f<br />

① i f = 1<br />

Plassering av polene<br />

Im<br />

i f = 0<br />

Re<br />

if<br />

ω0<br />

=<br />

raTa<br />

Tm<br />

1<br />

α = ζ ⋅ ω0<br />

=<br />

2Ta<br />

Trondheim 2000<br />

■ Polene til systemet er gitt<br />

av:<br />

2<br />

N ( s)<br />

= ra<br />

⋅ Tm<br />

⋅ s ⋅ ( 1 + Ta<br />

⋅ s)<br />

+ i f<br />

■ Polene blir da:<br />

1 ⎡<br />

⎤<br />

2 Ta<br />

s1,<br />

2 = ⎢−<br />

1±<br />

1 − ( 2 ⋅ i f ) ⋅ ⎥<br />

2 ⋅ Ta<br />

⎢⎣<br />

ra<br />

⋅ Tm<br />

⎥⎦<br />

■ Dempning og resonansfrekvenser:<br />

1 raTm<br />

ζ =<br />

2 i f Ta<br />

Momentkarakteristikker for<br />

strømregulert maskin<br />

m e=f(n) i a=f(n)<br />

-2 -1 0 1 2<br />

2<br />

2 i f 1<br />

ω = 1-<br />

ζ ⋅ ω0<br />

= − 2<br />

raTa<br />

Tm<br />

4Ta<br />

Trondheim 2000<br />

■ De stasjonære karakteristikker:<br />

u a = rai<br />

a + n ⋅ i f<br />

u a,<br />

max − ra<br />

⋅ i a<br />

i f =<br />

n<br />

m e = i f ⋅ i a = m L<br />

■ Moment <strong>pr</strong>oporsjonal med<br />

ankerstrøm i nedre<br />

turtallsområde<br />

■ Feltstrøm redusert ~1/n i<br />

feltsvekkingsområdet<br />

Trondheim 2000

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