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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.


Short Answer

Expert verified

The period is approximately6.536. The percentage relative error is0.00253%.

Step by step solution

01

Table obtained as result of running the code in GNU Octave.

To complete this task, we will use GNU Octave. In the next few tables, there will be given time in the left column and the approximate values of θtat the right column

where θtis the solution of the given initial value problem

d2θdt2+sinθ=0,θ0=π4,θ'0=0

The codes are given below as,

02

Finding the percentage relative error

Check in the table whenθt, changes its sign. From the last one, we can see that this will approximately be att11.634. Therefore, the period is approximately4t16.536.

Let us compute the percentage relative error in the period estimated by T=2π.

6.536-6.283100=0.00253%

03

Codes used in the GNU Octave

\functionf=f-26t,yf1=y2;f2=-siny1;endfunctionfunctionx,y=odj-rk4vf,a,b,yθ,nx=linspacea,b,n+1;h=x2-x1;y=zerosn+1,lengthyθ;

y1,:=yθ;fori=1:nk1=fxi,yi,:;k2=fxi+h/2,yi,:+h/2*k1;k3=fxi+h/2,yi,:+h/2*k2;k4=fxi+1,yi,:+h*k3;yi+1,:=yi,:+h/6*k1+k2+k3+k4endend\clear;yθ=pi4;θn=2000tθ=θT=2t,y=odi_rk4v@f_26,tθ,T,yθ,nfori=1:nprintf'%f,%f\n',ti,i,1endfor

The period is approximately6.536. The percentage relative error is 0.00253%.

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Most popular questions from this chapter

Spring Pendulum The rotational form of Newton’s secondlaw of motion is:The time rate of change of angular momentum about a point isequal to the moment of the resultant force (torque).In the absence of damping or other external forces, an analogueof (14) in Section 5.3 for the pendulum shown in Figure 5.3.3is then

(a) When m and l are constant show that (1) reduces to (6) ofSection 5.3.(b) Now suppose the rod in Figure 5.3.3 is replaced with aspring of negligible mass. When a mass m is attached toits free end the spring hangs in the vertical equilibriumposition shown in Figure 5.R.4 and has length l0. When the spring pendulum is set in motion we assume that themotion takes place in a vertical plane and the spring is stiffenough not to bend. For t . 0 the length of the spring isthen lstd 5 l0 1 xstd, whereis the displacement from theequilibrium position. Find the differential equation for thedisplacement angledefined by (1).

In Problem 31 suppose . If the shaft is fixed at both ends then the boundary conditions are

y(0)=0,y\cent(0)=0,y(1)=0,y\cent(1)=0.

(a) Show that the eigenvalues λn=αn4 are defined by the positive roots of cosαcoshα=1. [Hint: See the instructions to Problems 21 and 22.]

(b) Show that the eigenfunctions are

yn(x)=(-sinαn+sinhαn)(cosαnx-coshαnx)+(cosαn-coshαn)(sinαnx-sinhαnx)

A mass of 1 slug is suspended from a spring whose spring constant is9lb/ft . The mass is initially released from a point 1 foot above the equilibrium position with an upward velocity of3ft/s . Find the times at which the mass is heading downward at a velocity of 3ft/s.

Solve Problem 14 again, but this time assume that the springs are in series as shown in Figure 5.1.6.

Discussion problems.

21.Discuss why the damping term in equation(3) is written as

βdxdtdxdt instead of βdxdt2

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