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In Problem 35 determine the equation of motion if the external force is f(t)=etsin4t. Analyze the displacements for t.

Short Answer

Expert verified

The displacement for tis,

x(t)=1625(24+100t)e4t1625et(24cos4t+7sin4t);x0

Step by step solution

01

Definition of Spring / Mass Systems:

Suppose you take into consideration an external force f(t)acting on a vibrating mass on a spring. For example, f(t)could represent a driving force causing an oscillatory vertical motion of the support of the spring. The inclusion of f(t)in the formulation of Newton’s second law gives the differential equation of driven of forced motion:
md2xdt2=kxβdxdt+f(t)

02

Differential equation:

A mass of 1slugexerts a force of 32lb. Following Hooke's Law, you find the spring constant to be,

F=ks32=k2

From the given values m=1slug,β=8,and f(t)=etsin4t,the differential equation modeling the driven motion with damping of the spring and mass system is

md2xdt2+βdxdt+kx=f(t)d2xdt2+8dxdt+16x=etsin4t

The solution of the resulting differential equation in Step 2 is given by,

x(t)=xc(t)+xp(t)

Where the complimentary function xc(t)is the solution to the homogenous differential equation.

d2xdt2+8dxdt+16x=0

And the particular function xp(t)is the solution to be,

xp''+8xp'+16xp=etsin4t

03

Solve the complementary and particular function:

Solving for xct, you have the auxiliary equation as,

m2+8m+16=0

Gives,

m1=m2=4

Thus, the general solution to (1) is,

xc(t)=c1e4t+c2te4t

Using undetermined coefficients, you have xpand its derivatives to be,

xp=et(Acos4t+Bsin4t)xp'=et[(4BA)cos4t(4A+B)sin4t]x''p=et(15A8B)cos4t+(8A15B)sin4t

Following equation (2) in Step 2, you have,

etsin4t=et[(15A8B)cos4t+(8A15B)sin4t]+8et[(4BA)cos4t(4A+B)sin4t]+16et(Acos4t+Bsin4t)

Equating the coefficients of the resulting equation in Step 5 gives,

7A+24B=0

And

24A7B=1

Solving this system of equations simultaneously yields A=24625and B=7625. Thus, the particular solution to (2) is,

xp(t)=et(Acos4t+Bsin4t)=et24625cos4t7625sin4t

Now that you have solved for xc(t)and xp(t), it follows that,

x(t)=c1e4t+c2te4t+et24625cos4t7625sin4t

04

Substitute the initial conditions and simplify:

However, there are still unknowns. You need to utilize the initial conditions to be able to find c1and c2.

You are given with the initial displacement x(0)=0so solve for c1and get,

0=c1e0+c2(0)e0+e024625cos0°7625sin0°0=c1+0246250c1=24625

Using the first derivative x(t)of to find c2gives,

x'(t)=4c1e4t+c24te4t+e4t+et96625sin4t28625cos4tet24625cos0°7625sin0°0=96625+c2(0+1)+e0028625e0246250c2=96625+2862524625c2=100625

You can simplify c2=425but you can simplify by factoring if c2=100625.

With c2=100625and c1=24625, you have the equation of motion to be,

x(t)=24625e4t+100625te4t+et24625cos4t7625sin4t=162524+100te4t1625et(24cos4t+7sin4t)

As t, the exponential functions e-tand e4tboth approach zero. Thus, we can say that the mass stops moving at large values of tor mathematically,

limtx(t)=1625(24+100t)×01625×0(24cos4t+7sin4t)

x(t)=1625(24+100t)e4t1625et(24cos4t+7sin4t);x0

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Most popular questions from this chapter

In problems 21-24the given figure represents the graph of an equation of motion for a damped spring/mass system. Use the graph to determine

(a) Whether the initial displacement is above or below the equilibrium position and

(b) Whether the mass is initially released from rest, heading downward, or heading upward.

A mass mis attached to the end of a spring whose constant is k. After the mass reaches equilibrium, its support begins to oscillate vertically about a horizontal line Laccording to a formula localid="1664181072022" h(t). The value of localid="1664181044391" hrepresents the distance in feet measured fromL. See Figure 5.1.22.

Determine the differential equation of motion if the entire system moves through a medium offering a damping force that is numerically equal toβ(dxdt). (b) Solve the differential equation in part (a) if the spring is stretched 4feetby a mass weighing16poundsandβ=2,h(t)=5cost,x(0)=x'(0)=0.

Find the eigenvalues and eigenfunctions for the given boundary-value problem.

x2y''+xy'+λy=0,y(1)=0,y(eπ)=0

Solve the given initial-value problem.

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

Consider the boundary-value problem

γ''+λy=0,y(-π)=y(π),y'(-π)=y'(π)

(a) The type of boundary conditions specified are called periodic boundary conditions. Give a geometric interpretation of these conditions.

(b) Find the eigenvalues and eigenfunctions of the problem.

(c) Use a graphing utility to graph some of the eigenfunctions. Verify your geometric interpretation of the boundary conditions given in part (a).

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