Does the Wave Equation Really Work? Michael A. Karls Ball State University November 5, 2005 Modeling a Vibrating String Donald C. Armstead Michael A. Karls The Harmonic Oscillator Problem A 20 g mass is attached to the bottom of a vertical spring hanging from the ceiling. The spring’s force constant has been measured to be 5 N/m. If the mass is pulled down 10 cm and released, find a model for the position of the mass at any later time. 3 Newton’s Second Law The (vector) sum of all forces acting on a body is equal to the body’s mass times it’s acceleration, i.e. F = ma.* *The form F=ma was first given by Leonhard Euler in 1752, sixty-five years after Newton published his Principia. 4 Hooke’s Law A body on a smooth surface is connected to a helical spring. If the spring is stretched a small distance from its equilibrium position, the spring will exert a force on the body given by F = -kx, where x is the displacement from equilibrium. We call k the force constant. *This law is a special case of a more general relation, dealing with the deformation of elastic bodies, discovered by Robert Hooke (1678). 5 The Harmonic Oscillator Model Using Newton’s Second Law and Hooke’s Law, a model for a mass on a spring with no external forces is given by the following initial value problem: where proportionality constant 2 = k/m depends on the mass m and spring’s force constant k, u0 is the initial displacement, v0 is the initial velocity, and u(t) is the position of the mass at any time t. We find that the solution to (1) - (3) is given by 6 Verifying the Harmonic Oscillator Model Experimentally Using a Texas Instruments Calculator Based Laboratory (CBL) with a motion sensor, a TI-85 calculator, and a program available from TI’s website (http://education.ti.com/) , position data can be collected, plotted, and compared to solution (3). 7 The Vibrating String Problem A physical phenomenon related to the harmonic oscillator is the vibrating string. Consider a perfectly flexible string with both ends fixed at the same height. Our goal is to find a model for the vertical displacement at any point of the string at any time after the string is set into motion. 8 The Vibrating String Model Let u(x,t) be the vertical displacement of the string at any point of the string, at any time. Let x = 0 and x = a correspond to the left and right end of the string, respectively. Assume that the only forces on the string are due to gravity and the string's internal tension. Assume that the initial position and initial velocity at each point of the string are given by sectionally smooth functions f(x) and g(x), respectively. x=0 x=a 9 The Vibrating String Model (cont.) Applying Newton's Second Law to a small piece of the string, we find that a model for the displacement u(x,t) is the following initial value-boundary value problem: Equation (5) is known as the one-dimensional wave equation with proportionality constant c2 = T/ related to the string’s linear density and tension T. Equations (6) - (8) specify boundary and initial conditions. 10 The Wave Equation Solving the wave equation was one of the major mathematical problems of the 18th century. First derived and studied by Jean d’Alembert in 1746, it was also looked at by Euler (1748), Daniel Bernoulli (1753), and Joseph-Louis Lagrange (1759). 11 The Vibrating String Model (cont.) Using separation of variables, we find where 12 Checking the Vibrating String Model Experimentally To test our model, we stretch a piece of string between two fixed poles. Tape is placed at seven positions along the string so displacement data can be collected at the same x-location’s over time. The center of the string is displaced, released, and allowed to move freely. Using a stationary digital video camera, we film the vibrating string. World-in-Motion software is used to record string displacements at each of the seven marked positions. Data is collected every 1/30 of a second. 13 Assigning Values to Coefficients in Our Model We need to specify the parameters in our model. Length of string: a = 0.965 m. String center: xm= 0.485 m. Initial center displacement: d = -0.126 m. To find c, we use the fact that in our solution, the period P in time is related to coefficient c by c = 2a/P. From Figure 1, which shows the displacement of the center of the string over time, we find that P is approximately 0.165 seconds. It follows that c should be about 11.70 m/sec. Figure 1 14 Initial String Displacement and Velocity For initial displacement we choose the piecewise linear function: For initial velocity, we take g(x)≡0. 15 Determining the Number of Terms in Our Model Using (10) and (11), we can compute the coefficients an and bn of our solution (9). Graphically comparing the nth partial sum of (9) at t = 0 to the initial position function f(x), we find that fifty terms in (9) appear to be enough. 16 Model vs. Experimental Results Figure 2 compares model and actual center displacement over time. Clearly, the model and actual data appear to have the same period. However, our model does not attain the same amplitude as the measured data over time. In fact, the measured amplitude decreases over time. This physical phenomenon is known as damping. The next slide compares our model and experiment at each of the seven points on the string over time! Figure 2 Model: -----Actual: ------ 17 Model vs. Experimental Results (cont.) String Model 0.1 u 0 -0.1 0.6 0.12 0.225 Model: -----Actual: - - - - 0.35 0.485 0.6 x 0.725 Figure 3 0.4 t 0.2 0.83 0 18 Model vs. Experimental Results (cont.) The next 21 slides show our results as “snapshots” in time at 1/30 second intervals. Dots represent tape positions along the string. The solid curve represents the model. 19 Vibrating String 0 0.1 0.05 0 x m -0.05 -0.1 0.2 0.4 0.6 0.8 20 Vibrating String 21 Vibrating String 22 Vibrating String 23 Vibrating String 24 Vibrating String 25 Vibrating String 26 Vibrating String 27 Vibrating String 28 Vibrating String 29 Vibrating String 30 Vibrating String 31 Vibrating String 32 Vibrating String 33 Vibrating String 34 Vibrating String 35 Vibrating String 36 Vibrating String 37 Vibrating String 38 Vibrating String 39 Vibrating String 40 Vibrating String That was the last frame! 41 Vibrating String Model Error How far are we off? One measure of the error is the mean of the sum of the squares for error (MSSE) which is the average of the sum of the squares of the differences between the measured and model data values. We find that over four periods, the MSSE is 0.000890763 m2 or 0.0298457 m. 42 Revising Our Model From our first experiment, it is clear that there is some damping occurring. As is done for the harmonic oscillator, we can assume that the damping force at a point on the string is proportional to the velocity of the string at that point. This leads to a new model with an extra term in the wave equation. 43 Revised Model with Damping Equation (12) is known as the one-dimensional wave equation with damping, with damping factor . Coefficient c, initial values, and boundary values are the same as before. 44 Solution to the Revised Model Again, using separation of variables, we find that the solution to (12)-(15) is where 45 Solution to the Revised Model (cont.) with Note that if g(x)≡0, the RHS of (18) is zero for all n, it follows that 46 Assigning Values to Coefficients in the Revised Model For our revised model, we keep the same values for a, c, and initial position and velocity functions f(x) and g(x). The only parameter we still need to find is the damping coefficient . Using the string center’s period in time of P = 0.165 seconds, c = 11.70 m/sec, and the fact that 2 = P1, we guess that should be approximately 0.0127 sec/m2. Once we know , the coefficients in our solution (16) can be found with (17) - (19). Again we use fifty terms in (16). Unfortunately, our choice of does not produce enough damping in our model. Through trial and error, we find that = 0.0253 sec/m2 gives reasonable results! 47 Revised Model vs. Experimental Results Figure 4 compares model and actual center displacement over time. With damping included, there appears to be much better agreement between model and experiment! The next slide compares our model and experiment at each of the seven points on the string over time! Figure 4 Model: -----Actual: -----48 Revised Model vs. Experimental Results (cont.) Model: -----Actual: - - - Figure 5 49 Revised Model vs. Experimental Results (cont.) The next 21 slides show our results as “snapshots” in time at 1/30 second intervals. Dots represent tape positions along the string. The solid curve represents the model. 50 Damped Vibrating String 51 Damped Vibrating String 52 Damped Vibrating String 53 Damped Vibrating String 54 Damped Vibrating String 55 Damped Vibrating String 56 Damped Vibrating String 57 Damped Vibrating String 58 Damped Vibrating String 59 Damped Vibrating String 60 Damped Vibrating String 61 Damped Vibrating String 62 Damped Vibrating String 63 Damped Vibrating String 64 Damped Vibrating String 65 Damped Vibrating String 66 Damped Vibrating String 67 Damped Vibrating String 68 Damped Vibrating String 69 Damped Vibrating String 70 Damped Vibrating String 71 Damped Vibrating String That was the last frame! 72 Damped Model Error We find that over approximately four periods, the MSSE is 0.000296651 m2 or 0.0172236 m. 73 Modeling a Vibrating Spring In order to see if there is any other way to reduce the amount of error we are seeing in our models, we repeat our experiment with a long thin spring in place of our string. Since the spring is “hollow”, we assume damping due to air resistance is negligable. Therefore, the classic wave equation IVBVP may be a reasonable model. 74 Assigning Values to Coefficients in the Spring Model For our spring model, we choose the same initial position and initial velocity functions f(x) and g(x). For this experiment, a = 1 m, xm = 0.5 m, d = -0.135 m. The spring’s period in time is about 0.263 seconds, so using the relationship c = 2 a/P, we find c = 7.6 m/sec. 75 Spring Model vs. Experimental Results Figure 6 compares model and actual center displacement over time, after shifting our model in time by -0.02 seconds. There appears to be even better agreement than in the damped case! The next slide compares our model and experiment at each of the seven points on the string over time! Figure 6 Model: -----Actual: ------ 76 Spring Model vs. Experimental Results (cont.) Model: -----Actual: -----Figure 7 77 Spring Model vs. Experimental Results (cont.) The next 26 slides show our results as “snapshots” in time at 1/30 second intervals. Dots represent tape positions along the string. The solid curve represents the model. 78 Vibrating Spring 79 Vibrating Spring 80 Vibrating Spring 81 Vibrating Spring 82 Vibrating Spring 83 Vibrating Spring 84 Vibrating Spring 85 Vibrating Spring 86 Vibrating Spring 87 Vibrating Spring 88 Vibrating Spring 89 Vibrating Spring 90 Vibrating Spring 91 Vibrating Spring 92 Vibrating Spring 93 Vibrating Spring 94 Vibrating Spring 95 Vibrating Spring 96 Vibrating Spring 97 Vibrating Spring 98 Vibrating Spring 99 Vibrating Spring 100 Vibrating Spring 101 Vibrating Spring 102 Vibrating Spring 103 Vibrating Spring 104 Vibrating Spring That was the last frame! 105 Spring Model Error We find that over approximately three periods, the MSSE is 0.000174036 m2 or 0.0130551 m. 106 Conclusions and Further Questions Using “inexpensive”, modern equipment (rope, spring, video camera, and computer software), we’ve been able to show that the wave equation works! As is often the case in modeling, we had to revise our initial model or experimental setup to get a model that matches reality. 107 Conclusions and Further Questions (cont.) How would the model work without “wobbly” poles? Would a thinner string reduce damping? What is really going on with the spring? Would adding an external force to the models reduce error? 108 Conclusions and Further Questions (cont.) One Final Question! Did d’Alembert, Euler, Bernoulli, or Lagrange ever verify these models via experiment? If so, how? 109 References William E. Boyce and Richard C. Diprima, Elementary Differential Equations and Boundary Value Problems (8th ed). David Halliday and Robert Resnick, Fundamentals of Physics (2cd ed). David L. Powers, Boundary Value Problems (3rd ed). Raymond A. Serway, Physics for Scientists and Engineers with Modern Physics (3rd ed). St. Andrews History of Math Website: http://wwwgroups.dcs.st-and.ac.uk/~history/ 110