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Solução_Calculo_Stewart_6e

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F.<br />

314 ¤ CHAPTER 18 SECOND-ORDER DIFFERENTIAL EQUATIONS ETX.10<br />

CHAPTER 17<br />

18.3 Applications of Second-Order Differential Equations ET 17.3<br />

1. By Hooke’s Law k(0.25) = 25 so k =100is the spring constant and the differential equation is 5x 00 + 100x =0.<br />

The auxiliary equation is 5r 2 + 100 = 0 with roots r = ±2 √ 5 i, so the general solution to the differential equation is<br />

x(t) =c 1 cos 2 √ 5 t + c 2 sin 2 √ 5 t . We are given that x(0) = 0.35 ⇒ c 1 =0.35 and x 0 (0) = 0 ⇒<br />

2 √ 5 c 2 =0 ⇒ c 2 =0, so the position of the mass after t seconds is x(t) =0.35 cos 2 √ 5 t .<br />

3. k(0.5) = 6 or k =12is the spring constant, so the initial-value problem is 2x 00 +14x 0 +12x =0, x(0) = 1, x 0 (0) = 0.<br />

The general solution is x(t) =c 1e −6t + c 2e −t .But1=x(0) = c 1 + c 2 and 0=x 0 (0) = −6c 1 − c 2. Thus the position is<br />

given by x(t) =− 1 5 e−6t + 6 5 e−t .<br />

5. For critical damping we need c 2 − 4mk =0or m = c 2 /(4k) =14 2 /(4 · 12) = 49<br />

12 kg.<br />

7. We are given m =1, k = 100, x(0) = −0.1 and x 0 (0) = 0. From (3), the differential equation is d2 x<br />

dt 2<br />

with auxiliary equation r 2 + cr +100=0.<br />

If c =10,wehavetwocomplexrootsr = −5 ± 5 √ 3 i, so the motion is underdamped and the solution is<br />

+ c dx + 100x =0<br />

dt<br />

x = e −5t c 1 cos 5 √ 3 t + c 2 sin 5 √ 3 t .Then−0.1 =x(0) = c 1 and 0=x 0 (0) = 5 √ 3 c 2 − 5c 1 ⇒ c 2 = − 1<br />

10 √ , 3<br />

<br />

so x = e −5t −0.1cos 5 √ 3 t − 1<br />

10 √ sin 5 √ 3 t .<br />

3<br />

If c =15, we again have underdamping since the auxiliary equation has roots r = − 15<br />

<br />

x = e<br />

c −15t/2 5 1 cos<br />

√ <br />

7<br />

t 5<br />

2<br />

+ c 2 sin<br />

√ <br />

7<br />

t 2<br />

<br />

Thus x = e<br />

−0.1cos<br />

−15t/2 5 √ <br />

7<br />

t 2<br />

− 3<br />

10 √ sin 5 √ 7<br />

t 7 2<br />

.<br />

± 5 √ 7<br />

2 2<br />

,so−0.1 =x (0) = c 1 and 0=x 0 (0) = 5 √ 7<br />

2<br />

c2 −<br />

15<br />

2<br />

For c =20, we have equal roots r 1 = r 2 = −10, so the oscillation is critically damped and the solution is<br />

i. The general solution is<br />

c1 ⇒ c2 = −<br />

3<br />

10 √ 7 .<br />

x =(c 1 + c 2 t)e −10t .Then−0.1 =x(0) = c 1 and 0=x 0 (0) = −10c 1 + c 2 ⇒ c 2 = −1,sox =(−0.1 − t)e −10t .<br />

If c =25the auxiliary equation has roots r 1 = −5, r 2 = −20, so we have overdamping and the solution is<br />

x = c 1 e −5t + c 2 e −20t .Then−0.1 =x(0) = c 1 + c 2 and 0=x 0 (0) = −5c 1 − 20c 2 ⇒ c 1 = − 2 15 and c 2 = 1<br />

30 ,<br />

so x = − 2 15 e−5t + 1 30 e−20t .<br />

If c =30we have roots r = −15 ± 5 √ 5, so the motion is<br />

overdamped and the solution is x = c 1 e (−15 + 5 √ 5 )t + c 2 e (−15 − 5 √ 5 )t .<br />

Then −0.1 =x(0) = c 1 + c 2 and<br />

0=x 0 (0) = −15 + 5 √ 5 c 1 + −15 − 5 √ 5 c 2 ⇒<br />

c 1 = −5 − 3 √ 5<br />

and c<br />

100 2 = −5+3√ 5<br />

<br />

x =<br />

e (−15 + 5 √ <br />

5)t +<br />

−5 − 3 √ 5<br />

100<br />

100<br />

,so<br />

−5+3 √ 5<br />

100<br />

<br />

e (−15 − 5 √ 5)t .

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