Warning: foreach() argument must be of type array|object, bool given in /var/www/html/web/app/themes/studypress-core-theme/template-parts/header/mobile-offcanvas.php on line 20

Rotating of a Shaft

Suppose the x-axis on the interval[0,L]is the geometric center of a long straight shaft, such as the propeller shaft of a ship. See Figure 5.2.12. When the shaft is rotating at a constant angular speed about this axis the deflectiony(x)of the shaft satisfies the differential equation

EId4ydx4-ρω2y=0

Where is its density per unit length. If the shaft is simplify supported, or hinged , at both ends the boundary conditions are then,

y(0)=0,yn(0)=0,y(L)=0,yn(L)=0

(a) If λ=α4=ρω2EI, then find the eigenvalues and eigenfunctions for this boundary – value problem.

(b) Use the eigenvalues λnin part (a) to find corresponding angular speeds ωn. The values ωnare called critical speeds. The value is ω1called the fundamental critical speed and analogous to example 4, at this speed the shaft changes shape from y=0to a deflection given by y1(x).

Short Answer

Expert verified

Finally we get

(a)

λn=nπL4,n=1,2,3,...

And

yn(x)=c4sinnπxL,n=1,2,3,...

Where is arbitrary.

(b)

ωn=ElρnπL2,n=1,2,3,...

Step by step solution

01

Given Information

The given equation is:

EId4ydx4-ρω2y=0

02

For this boundary – value problem, find the eigenvalues and eigenfunctions.

(a). The characteristic equation of the given differential equation is

m4-α4=0

Whereα4=ρω2/Εl

Whose roots are ±αand

We get the general solution is

y(x)=c1coshαx+c2sinhαx+c3cosαx+c4sinαx

The initial conditions

y(0)=yn(0)=0

Which givesc1=c3=0

and so

y(x)=c2sinhαx+c4sinαx

The conditions

y(L)=yn(L)=0 gives

c2sinhαL+c4sinαL=0

And

c2sinhαL-c4sinαL=0

So that c2=0.

To get a nonzero solution, we chosec4=0 and

sinαL=0

Hence , αL=nπand so the values are

λn=nπL4,n=1,2,3,...

The Eigen functions are

yn(x)=c4sinnπxL,n=1,2,3,...

Wherec4 is arbitrary.

03

Find corresponding angular speed

(b) Indeed

ρωn2/Εl=nπL4S

And so we get

ωn=ElρnπL2,n=1,2,3,...

Unlock Step-by-Step Solutions & Ace Your Exams!

  • Full Textbook Solutions

    Get detailed explanations and key concepts

  • Unlimited Al creation

    Al flashcards, explanations, exams and more...

  • Ads-free access

    To over 500 millions flashcards

  • Money-back guarantee

    We refund you if you fail your exam.

Over 30 million students worldwide already upgrade their learning with Vaia!

One App. One Place for Learning.

All the tools & learning materials you need for study success - in one app.

Get started for free

Most popular questions from this chapter

Solve the given initial-value problem.

d2xdt2+4x=5sin2t+3cos2t,x(0)=1,x'(0)=1

Temperature in a ring:

The temperature u(r) in the circular ring shown in Figure 5.2.11 is determined from the boundary – value proble


Where u0andu1are constants. Show that

u(r)=u0In(r/b)-u1In(r/b)In(a/b)

Consider the boundary – value problem introduced in the construction of the mathematical model for the shape of a rotating string

Td2ydx2+ρω2y=0,y(0)=0,y(L)=0

For constant c2and , define the Critical speeds of angular rotation ωnas the values of ωfor which the boundary – value problem has nontrivial solutions. Find the critical speeds ωnand the corresponding deflectionsyn(x).

Ify1=exandy2=e-xare solutions of homogeneous lineardifferential equation, then necessarilyy=-5e-x+10exis alsoa solution of the DE. _______

The critical loads of thin columns depend on the end conditions of the column. The value of the Euler load P1in Example 4 was derived under the assumption that the column was hinged at both ends. Suppose that a thin vertical homogeneous column is embedded at its base (x=0)and free at its top(x=L)and that a constant axial load P is applied to its free end. This load either causes a small deflection as shown in Figure 5.2.9 or does not cause such a detection δ. In either case the differential equation for the detection y(x)is

EId2ydx2+py=pδ

FIGURE 5.2.9 Deflection of vertical column in Problem 24

(a) What is the predicted deflection whenδ=0?

(b) Whenδ±0, show that the Euler load for this column is

one-fourth of the Euler load for the hinged column in

Example 4.

See all solutions

Recommended explanations on Math Textbooks

View all explanations

What do you think about this solution?

We value your feedback to improve our textbook solutions.

Study anywhere. Anytime. Across all devices.

Sign-up for free