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Find the eigenvalues and eigenfunctions for the given boundry-value problem. Consider only the caseλ=α4,α>0.( hint: read (ii)in the remarks.)

y(4)-λy=0,y'(0)=0,y'''(0)=0,y(π)=0,y''(π)=0

Short Answer

Expert verified

n=0,1,2,.....The eigenvalues areλn=n+124, and the corresponding eigenfunctions areynx=cosn+124x, wheren=1,2,3,

Step by step solution

01

given information

y4-λy=0,y'(0)=0,y'''(0)=0,y(π)=0,y''(π)=0

02

find differential equation

Fourth order homogeneous differential equation

d4ydx4-λy=0where λ=α4and α>0

d4ydx4-α4y=0

Boundary conditions

y'0=y'''0=0and yπ=y''π=0

The characteristic equation of the differential equation is

m4-α4=0m2-α2m2+α2=0m2-α2m2-i2α20

m-αm+αm-iαm+iα=0

m=±αandm=±iα

03

find first, second and third derivative and apply the first boundary conditions

The general solution, which has the form, has two unique real roots and two complex ones.

y(x)=c1coshαx+c2sinhαxcorresponding the real roots+c3sinαx+c4cosαxcorresponding the complex roots(1)

We find the first, the second, and the third derivative of (1)

dydx=αc1sinhαx+αc2coshαx+αc3cosαx-αc4sinαxd2ydx2=α2c1coshαx+α2c2sinhαx-α2c3sinαx-α2c4cosαx...2

d3ydx3=α3c1sinhαx+α3c2coshαx-α3c3cosαx+α3c4sinαx

To apply the first boundary conditions,

αc2+αc3=0fory'0=0

α3c2-α3c3=0fory'''0=0

04

to find equation (1) and (2) reduced form and apply second boundary conditions

c2=c3=0

Reducing the equation (1) and (2)

x=c1coshαx+c4cosαxy''x=α2c1coshαx-α2c4cosαx

To apply second boundary conditions,

c1coshαπ+c4cosαπ=0...(3)foryπ=0

α2c1coshαπ-α2c4cosαπ=0...(4)fory''π=0

05

to write two equations in a matrix form

coshαπcosαπα2coshαπ-α2cosαπ c1c4 =00

Which can be written in the form

AC=0

If A is a matrix with a non-zero value, it must have an inverse.

C=A-10=0c1c4=00

The trivial solution, which is y(x)=0A is a zero matrix, we get the nontrivial solutions,

coshαπcosαπα2coshαπ-α2cosαπ=0

-α2coshαπcosαπ-α2coshαπcosαπ=0

-2α2coshαπcosαπ=0coshαπcosαπ=0

coshαπ0 for α=mwhere m is a real number,

cosαπ=0atαn=n+12 wheren=0,1,2,...

06

find eigenvalues and eigenfunctions

y(x)=c4cosαx

The eigenvalues are

λn=α4=n+124where n=0,1,2...

Eigenfunctions are

yn(x)=cosn+124x

07

conclusion

the eigenvalues areλn=n+124 , and the corresponding eigenfunctions are , ynx=cosn+124xwheren=0,1,2,.....

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Most popular questions from this chapter

Use a CAS to approximate the eigenvalues λ1,λ2,λ3, and λ4 of the boundary-value problem:

y''+λy=0,y(0)=0,y(1)-12y'(1)=0.Give the corresponding approximate eigenfunctions y1x,y2x, y3(x) , and y4x.

(a) In Example 4, how much of the chain would you intuitively expect the constant 5 -pound force to be able to lift?

(b) What is the initial velocity of the chain?

(c) Why is the time interval corresponding to x(t)0given in Figure 5.3 .7 not the interval of definition of the solution (21)? Determine the interval . How much chain is actually lifted? Explain any difference between this answer and your prediction in part (a).

(d) Why would you expect to be a periodic solution?

As was mentioned in Problem 24, the differential equation (5) that governs the deflectiony(x)of a thin elastic column subject to a constant compressive axial forcePis valid only when the ends of the column are hinged. In general, the differential equation governing the deflection of the column is given by

d2dx2(EId2ydx2)+Pd2ydx2=0

Assume that the column is uniform (EI is a constant) and that the ends of the column are hinged. Show that the solution of this fourth-order differential equation subject to the boundary conditionsy(0)=0,y''(0)=0,y(L)=0,y''(L)=0is equivalent to the analysis in Example 4.

In Problems 35 and 36 determine whether it is possible to find values yand y1(Problem 35) and values of L>0(Problem 36 ) so that the given boundary-value problem has (a) precisely one nontrivial solution, (b) more than one solution, (c) no solution, (d) the trivial solution.

36.yϕϕ+16y=0,y(0)=1,y(L)=1

Consider a pendulum that is released from rest from an initial displacement of radians. Solving the linear model (7) subject to the initial condition θ0=θ0,θ'0=0gives θt=θ0cosglt . The period of oscillations predicted by this model is given by the familiar formula T=2πgI=2πIg.

The interesting thing about this formula for Tis that it does not depend on the magnitude of the initial displacement θ0. In other words, the linear model predicts that the time it would take the pendulum to swing from an initial displacement of, say,θ0=π2=90oto-π2and back again would be exactly the same as the time it would take to cycle from, say,θ0=π360=0.5oto-π360o. This is intuitively unreasonable; the actual period must depend on θ0.

If we assume that g=32ft/s2and l=32ft, then the period of oscillation of the linear model is T=2πs. Let us compare this last number with the period predicted by the non linear model when θ0=π4. Using a numerical solver that is capable of generating hard data, approximate the solution of,

d2θdt2+sinθ=0,θ0=π4,θ'0=0

On the interval 0t2. As in the problem 25, ift1 denotes the first time the pendulum reaches the position OP in Figure 5.3.3, then the period of the non linear pendulum is 4t1. Here is another way of solving the equationθt=0 . Experiment with small step sizes and advance the time, starting at t=0and ending att=2 . From your hard data observe the timet1 whenθt changes , for the first time , from positive to negative. Use the value t1to determine the true value of the period of the non linear pendulum. Compute the percentage relative error in the period estimated by T=2π.


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