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ω - 경상대학교

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<strong>경상대학교</strong> 물리학과 김현수<br />

9-10<br />

2. 동력학적 균형<br />

정력학적 균형 : 회전축 → CM<br />

동력학적 균형 : 회전축 →주축<br />

L<br />

<strong>ω</strong><br />

dL = N<br />

dt<br />

강체에는 토오크가<br />

작용<br />

3. 한 개의 주축이 알려졌을 때, 다른 주축을 구하는 방법<br />

I<br />

zx<br />

x<br />

1<br />

L<br />

= I<br />

L = I <strong>ω</strong> = I<br />

z 3<br />

2<br />

θ<br />

y<br />

<strong>ω</strong><br />

= 0,<br />

⎡<strong>ω</strong>x<br />

⎤<br />

⎢ ⎥<br />

⎢<br />

<strong>ω</strong><br />

y<br />

⎥<br />

⎢⎣<br />

0 ⎥⎦<br />

= I<br />

≠ 0<br />

주축1에대한 회전 ( L // <strong>ω</strong>)<br />

1<br />

zy<br />

1<br />

I<br />

zz<br />

3<br />

I<br />

1<br />

xyz 기준계에서각운동량의행렬표기<br />

⎡I<br />

xx<br />

I<br />

xy<br />

0 ⎤ ⎡<strong>ω</strong>x<br />

⎤ ⎡I<br />

xx<strong>ω</strong>x<br />

+ I<br />

xy<strong>ω</strong><br />

y ⎤<br />

L = I<strong>ω</strong> =<br />

⎢<br />

I I 0<br />

⎥ ⎢<br />

<strong>ω</strong><br />

⎥ ⎢<br />

I<br />

xy<strong>ω</strong>x<br />

I<br />

yy<strong>ω</strong><br />

⎥<br />

⎢<br />

xy yy<br />

⎥ ⎢<br />

y<br />

⎥<br />

=<br />

⎢<br />

+<br />

y<br />

⎥<br />

⎢⎣<br />

0 0 I ⎥<br />

3⎦<br />

⎢⎣<br />

0 ⎥⎦<br />

⎢⎣<br />

0 ⎥⎦<br />

I <strong>ω</strong> + I <strong>ω</strong> = I <strong>ω</strong> , I <strong>ω</strong> + I <strong>ω</strong> = I <strong>ω</strong><br />

주축1과<br />

x 축 사이의 각도<br />

I<br />

xx<br />

xx<br />

x<br />

+ I<br />

xy<br />

를 소거<br />

= I<br />

xy<br />

y<br />

1<br />

tanθ<br />

= I<br />

1<br />

x<br />

xy<br />

x<br />

<strong>ω</strong><br />

y<br />

: θ →<br />

<strong>ω</strong><br />

= tanθ<br />

L(1),<br />

I + I tanθ<br />

= I tanθ L(2)<br />

[ − (1) × tanθ<br />

+ (2)]<br />

2 tanθ<br />

tan 2θ<br />

= =<br />

2<br />

1−<br />

tan θ I<br />

If<br />

I<br />

I<br />

xx<br />

xy<br />

yy<br />

→ tan 2θ<br />

= ∞<br />

= 0 → tan 2θ<br />

= 0<br />

2I<br />

xx<br />

xy<br />

− I<br />

xy<br />

→ ( I<br />

yy<br />

∴45<br />

yy<br />

yy<br />

yy<br />

o<br />

o o<br />

∴0<br />

, 90<br />

y<br />

− I<br />

,135<br />

x<br />

xx<br />

o<br />

1<br />

y<br />

1<br />

) tanθ<br />

= I<br />

y<br />

2<br />

(예9.1)<br />

xy<br />

o<br />

135<br />

(tan<br />

y<br />

2<br />

θ −1)<br />

1<br />

o<br />

45<br />

x<br />

x

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