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(a) Find numerical values of the constants and computer plot together on the same axis’s graphs of(5.30),(5.31)and(5.32) to compare overdamped, critically damped, and oscillatory motion. Suggested numbers: Let,ω=1 andb=13/5,1,5/13for the three kinds of motion. Let y(0)=1&.y'(0)=0

(b) Repeat the problem with the same set ofandvalues and withy(0)=1, but with.y'(0)=1

(c) Again repeat, with.y'(0)=1

Short Answer

Expert verified

(a) The overdamped case, y=2324e5t+124et/5the critically damped case y=(1+t)etthe oscillatory casedata-custom-editor="chemistry" y=e5t/13(512sin1213t+cos1213t)

(b) The overdamped case,y=14e5t+54et/5the critically damped case,y=(1+2t)et the oscillatory casey= e5t/13(613sin1213t+cos1213t)

(c) The overdamped case,y=7624e5t+10024et/5 the critically damped case y=et, the oscillatory case y=e5t/13(23sin1213t+ cos1213t).

Step by step solution

01

Step 1:Given information

Given isω=1,b=135,1,513

02

Conditions for underdamped case, overdamped and for critical damped

The conditions for these cases are,

-For the overdamped case-, b2>ω2and the solution for it is,y=Ae-λt+Beμt where,λ=b+b2-ω2 and.μ=b-b2-ω2

-For the critically damped case- the condition isb2=ω2 , and the solution is y=(A+Bt)e-bt.

-For the underdamped (oscillatory)- case the condition isb2<ω2 , and the solution isy=e-bt(Asinβt+Bcosβt) .

For the overdamped case-we will chooseω=1 and.b=13/5 Therefore, the value ofλ=5 & μ=1/5.

03

Apply the initial condition

(a)

Find the first derivative to apply the initial condition to find the value of the constants in the solution,

y'=λAeλtμBeμt

Now, we apply the initial conditions,

y(0)=1=A+BA=1B............(1)

y'(0)=0=λAμB.......(2)

Substitute Ainto eq.(2), so we get

λ+λBμB=0B(λμ)=λB=λλμ

Solve further

=551/5=124

therefore, using eq. (1)

A=2324

So, the solution is

y=2324e5t+124et/5

Graph is

04

For the critically damped case

For the critically damped case we choose, ω=b=1and we derive the solution to get

y'=Bebtb(A+Bt)ebt

Now, applying the boundary conditions, so we get

y(0)=1=A

Now,

y'(0)=0=BbAB=1

So, the solution is

y=(1+t)et

Graph is

05

 Step 5: For the oscillatory case

For the oscillatory case we choose, ω=1and b=5/13, so the value of β=12/13, and the first derivative of the general solution is

y'=bebt(Asinβt+Bcosβt)+ebtβ(Acosβtsinβt)

Now, apply the initial conditions,

y(0)=1=By'(0)=0=bB+βAA

Solve further

=bBβ=512

So, the solution now is

y=e5t/13(512sin1213t+cos1213t)

Graph is

06

Step 6:The combined graph of the cases

Combine the three, to get

07

(b) Step 7: For the overdamped case

This time the initial conditions arey(0)=1and y'(0)=1. The constants will have the value as part). For the overdamped case (i.e. ω=1,, andb=13/5) and have

y(0)=1=A+B=1B=1A

Now,

y'(0)=1=5A15=5A15+15

Therefore,

A=1A=14,andB=54

So, the solution is

y=14e5t+54et/5

Graph is

08

For the critical damped case

For the critical damped case i.e (ω=b=1).,we have

y(0)=1=Ay'(0)=1=B1B=2

So, the solution becomes

y=(1+2t)et

Graph is

09

For the oscillatory case

For the oscillatory case (i.e.,ω=1,and) have

y(0)=1=By'=1=513+1213A

Solve further

A=613

So, the solution is

y=e5t/13(613sin1213t+cos1213t)

The graph is

10

 Step 10: The combined graph

And when combine the three graphs to get.

11

(c) Step 11: For the overdamped case  

This time the initial conditions are y(0)=1andy'(0)=1the constants will have the value as part (a). For the overdamped case (i.e ω=1.,, andb=13/5) have

y(0)=1=A+BA=1By'(0)=1=5+5B15B

So, the solution is

A=7624,andB=10024

Graph is

12

For the critically damped case

For the critically damped case (i.e. ω=b=1, ) have

y(0)=1=Ay'(0)=1=B1B=0

So, the solution is

y=et

Graph is

13

For the oscillatory case

For the oscillatory case (i.e.,ω=1,&b=5/13) and have

y(0)=1=By'(0)=1=513+1213AA=23

So, the solution is

y=e5t/13(23sin1213t+cos1213t)

Graph is

14

Step 14:The combined graph

Combine the graph three, and get

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