(PH003) Classical Mechanics the Inverted Pendulum
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Inverted Pendulum System Introduction This Lab Experiment Consists of Two Experimental Procedures, Each with Sub Parts
Inverted Pendulum System Introduction This lab experiment consists of two experimental procedures, each with sub parts. Experiment 1 is used to determine the system parameters needed to implement a controller. Part A finds the hardware gains in each direction of motion. Part B requires calculation of system parameters such as the inertia, and experimental verification of the calculations. Experiment 2 then implements a controller. Part A tests the system without the controller activated. Part B then activates the controller and compares the stability to Part A. Part C then has a series of increasing step responses to determine the controller’s ability to track the desired output. Finally Part D has an increasing frequency input into the system to determine the system’s frequency response. Hardware Figure 1 shows the Inverted Pendulum Experiment. It consists of a pendulum rod which supports the sliding balance rod. The balance rod is driven by a belt and pulley which in turn is driven by a drive shaft connected to a DC servo motor below the pendulum rod. There are two series of weights included that affect the physical plant: brass counter weights connected underneath the pivot plate with adjustable height and weight and brass “donut” weights attached to both ends of the balance rod. Figure 1: Model 505 ECP Inverted Pendulum Apparatus 1 Safety - Be careful on the step where students are asked to physically turning the equipment upside-down. Make sure the device is not on the edge of the table after it is inverted. - Make sure the pendulum, when released, will not hit anyone or anything. -
Problem Set 26: Feedback Example: the Inverted Pendulum
26 Feedback Example: The Inverted Pendulum Recommended Problems P26.1 Consider an inverted pendulum mounted on a movable cart as depicted in Figure P26.1. We have modeled the pendulum as consisting of a massless rod of length L, with a mass m attached at the end. The variable 0(t) denotes the pendulum's angular deflection from the vertical, g is gravitational acceleration, s(t) is the position of the cart with respect to some reference point, a(t) is the acceleration of the cart, and x(t) represents the angular acceleration resulting from any disturbances, such as gusts of wind. NIM L L I x(t) 0(t) N9 a(t) s(t) Figure P26.1 Our goal in this problem is to analyze the dynamics of the inverted pendulum and more specifically to investigate the problem of balancing the pendulum by judi cious choice of the cart acceleration a(t). The differential equation relating 0(t), a(t), and x(t) is d20(t) L dt = g sin [(t)] - a(t) cos [(t)] + Lx(t) (P26.1-1) This relation merely equates the actual acceleration of the mass along a direction perpendicular to the rod and the applied accelerations (gravity, the disturbance acceleration due to x(t), and the cart acceleration) along this direction. Note that eq. (P26.1-1) is a nonlinear differential equation relating 0(t), a(t), and x(t). The detailed, exact analysis of the behavior of the pendulum therefore requires that we examine this nonlinear equation; however, we can obtain a great deal of insight into the dynamics of the inverted pendulum by performing a linear analysis. -
Ch 11 Vibrations and Waves Simple Harmonic Motion Simple Harmonic Motion
Ch 11 Vibrations and Waves Simple Harmonic Motion Simple Harmonic Motion A vibration (oscillation) back & forth taking the same amount of time for each cycle is periodic. Each vibration has an equilibrium position from which it is somehow disturbed by a given energy source. The disturbance produces a displacement from equilibrium. This is followed by a restoring force. Vibrations transfer energy. Recall Hooke’s Law The restoring force of a spring is proportional to the displacement, x. F = -kx. K is the proportionality constant and we choose the equilibrium position of x = 0. The minus sign reminds us the restoring force is always opposite the displacement, x. F is not constant but varies with position. Acceleration of the mass is not constant therefore. http://www.youtube.com/watch?v=eeYRkW8V7Vg&feature=pl ayer_embedded Key Terms Displacement- distance from equilibrium Amplitude- maximum displacement Cycle- one complete to and fro motion Period (T)- Time for one complete cycle (s) Frequency (f)- number of cycles per second (Hz) * period and frequency are inversely related: T = 1/f f = 1/T Energy in SHOs (Simple Harmonic Oscillators) In stretching or compressing a spring, work is required and potential energy is stored. Elastic PE is given by: PE = ½ kx2 Total mechanical energy E of the mass-spring system = sum of KE + PE E = ½ mv2 + ½ kx2 Here v is velocity of the mass at x position from equilibrium. E remains constant w/o friction. Energy Transformations As a mass oscillates on a spring, the energy changes from PE to KE while the total E remains constant. -
The Stability of an Inverted Pendulum
The Stability of an Inverted Pendulum Mentor: John Gemmer Sean Ashley Avery Hope D’Amelio Jiaying Liu Cameron Warren Abstract: The inverted pendulum is a simple system in which both stable and unstable state are easily observed. The upward inverted state is unstable, though it has long been known that a simple rigid pendulum can be stabilized in its inverted state by oscillating its base at an angle. We made the model to simulate the stabilization of the simple inverted pendulum. Also, the numerical analysis was used to find the stability angle. Introduction The model of the simple pendulum problem is one the most well studied dynamical systems. Imagine a weight attached to the end of weightless rod that is freely swinging back and forth about some pivot without friction. The governing equation for this idealized mathematical model is given as d 2θ 2 + glsinθ = 0, where g is gravitational acceleration, � is the length of the pendulum, and � is the dt angular displacement about downward vertical. If the pendulum starts at any given angle, we can expect € € to see one of the following happen: the pendulum will oscillate about the downward angle,θ = 0; it will continue to rotate around the pivot; or it will stay still, atθ = 0,π , but atθ = π any slight disturbance will € cause the pendulum to swing downward. € € Separatrix Rotations Oscillations The phase portrait above shows that the stability points for the simple pendulum are atθ = πn, for n = 0,±1,±2,.... For even n‘s,θ is a stable point and if given some angular velocity,ω , the pendulum € will always oscillate around it, but for odd n’s,θ is an unstable point, so even the smallest angular € € € € velocity will knock the pendulum off it and it will swing down toward its stable point. -
Euler Equation and Geodesics R
Euler Equation and Geodesics R. Herman February 2, 2018 Introduction Newton formulated the laws of motion in his 1687 volumes, col- lectively called the Philosophiae Naturalis Principia Mathematica, or simply the Principia. However, Newton’s development was geometrical and is not how we see classical dynamics presented when we first learn mechanics. The laws of mechanics are what are now considered analytical mechanics, in which classical dynamics is presented in a more elegant way. It is based upon variational principles, whose foundations began with the work of Eu- ler and Lagrange and have been refined by other now-famous figures in the eighteenth and nineteenth centuries. Euler coined the term the calculus of variations in 1756, though it is also called variational calculus. The goal is to find minima or maxima of func- tions of the form f : M ! R, where M can be a set of numbers, functions, paths, curves, surfaces, etc. Interest in extrema problems in classical mechan- ics began near the end of the seventeenth century with Newton and Leibniz. In the Principia, Newton was interested in the least resistance of a surface of revolution as it moves through a fluid. Seeking extrema at the time was not new, as the Egyptians knew that the shortest path between two points is a straight line and that a circle encloses the largest area for a given perimeter. Heron, an Alexandrian scholar, deter- mined that light travels along the shortest path. This problem was later taken up by Willibrord Snellius (1580–1626) after whom Snell’s law of refraction is named. -
Model-Based Proprioceptive State Estimation for Spring-Mass Running
Model-Based Proprioceptive State Estimation for Spring-Mass Running Ozlem¨ Gur¨ and Uluc¸Saranlı Abstract—Autonomous applications of legged platforms will [18] limit their utility for use with fully autonomous mobile inevitably require accurate state estimation both for feedback platforms. Visual state estimation methods by themselves often control as well as mapping and planning. Even though kinematic do not offer sufficient measurement bandwith and accuracy models and low-bandwidth visual localization may be sufficient for fully-actuated, statically stable legged robots, they are in- and when they do, they entail high computational loads that are adequate for dynamically dexterous, underactuated platforms not feasible for autonomous operation [17]. As a consequence, where second order dynamics are dominant, noise levels are a combination of both proprioceptive and exteroceptive sensors high and sensory limitations are more severe. In this paper, we are often used within filter based sensor fusion frameworks to introduce a model based state estimation method for dynamic combine the advantages of both approaches. running behaviors with a simple spring-mass runner. By using an approximate analytic solution to the dynamics of the model within In this paper, we show how the use of an accurate analytic an Extended Kalman filter framework, the estimation accuracy of motion model and additional cues from intermittent kinematic our model remains accurate even at low sampling frequencies. events can be utilized to achieve accurate state estimation for We also propose two new event-based sensory modalities that dynamic running even with a very limited sensory suite. To further improve estimation performance in cases where even this end, we work with the well-established Spring-Loaded the internal kinematics of a robot cannot be fully observed, such as when flexible materials are used for limb designs. -
Chapter 1 Chapter 2 Chapter 3
Notes CHAPTER 1 1. Herbert Westren Turnbull, The Great Mathematicians in The World of Mathematics. James R. Newrnan, ed. New York: Sirnon & Schuster, 1956. 2. Will Durant, The Story of Philosophy. New York: Sirnon & Schuster, 1961, p. 41. 3. lbid., p. 44. 4. G. E. L. Owen, "Aristotle," Dictionary of Scientific Biography. New York: Char1es Scribner's Sons, Vol. 1, 1970, p. 250. 5. Durant, op. cit., p. 44. 6. Owen, op. cit., p. 251. 7. Durant, op. cit., p. 53. CHAPTER 2 1. Williarn H. Stahl, '' Aristarchus of Samos,'' Dictionary of Scientific Biography. New York: Charles Scribner's Sons, Vol. 1, 1970, p. 246. 2. Jbid., p. 247. 3. G. J. Toorner, "Ptolerny," Dictionary of Scientific Biography. New York: Charles Scribner's Sons, Vol. 11, 1975, p. 187. CHAPTER 3 1. Stephen F. Mason, A History of the Sciences. New York: Abelard-Schurnan Ltd., 1962, p. 127. 2. Edward Rosen, "Nicolaus Copernicus," Dictionary of Scientific Biography. New York: Charles Scribner's Sons, Vol. 3, 1971, pp. 401-402. 3. Mason, op. cit., p. 128. 4. Rosen, op. cit., p. 403. 391 392 NOTES 5. David Pingree, "Tycho Brahe," Dictionary of Scientific Biography. New York: Charles Scribner's Sons, Vol. 2, 1970, p. 401. 6. lbid.. p. 402. 7. Jbid., pp. 402-403. 8. lbid., p. 413. 9. Owen Gingerich, "Johannes Kepler," Dictionary of Scientific Biography. New York: Charles Scribner's Sons, Vol. 7, 1970, p. 289. 10. lbid.• p. 290. 11. Mason, op. cit., p. 135. 12. Jbid .. p. 136. 13. Gingerich, op. cit., p. 305. CHAPTER 4 1. -
Oscillations
CHAPTER FOURTEEN OSCILLATIONS 14.1 INTRODUCTION In our daily life we come across various kinds of motions. You have already learnt about some of them, e.g., rectilinear 14.1 Introduction motion and motion of a projectile. Both these motions are 14.2 Periodic and oscillatory non-repetitive. We have also learnt about uniform circular motions motion and orbital motion of planets in the solar system. In 14.3 Simple harmonic motion these cases, the motion is repeated after a certain interval of 14.4 Simple harmonic motion time, that is, it is periodic. In your childhood, you must have and uniform circular enjoyed rocking in a cradle or swinging on a swing. Both motion these motions are repetitive in nature but different from the 14.5 Velocity and acceleration periodic motion of a planet. Here, the object moves to and fro in simple harmonic motion about a mean position. The pendulum of a wall clock executes 14.6 Force law for simple a similar motion. Examples of such periodic to and fro harmonic motion motion abound: a boat tossing up and down in a river, the 14.7 Energy in simple harmonic piston in a steam engine going back and forth, etc. Such a motion motion is termed as oscillatory motion. In this chapter we 14.8 Some systems executing study this motion. simple harmonic motion The study of oscillatory motion is basic to physics; its 14.9 Damped simple harmonic motion concepts are required for the understanding of many physical 14.10 Forced oscillations and phenomena. In musical instruments, like the sitar, the guitar resonance or the violin, we come across vibrating strings that produce pleasing sounds. -
The Strengths and Weaknesses of Inverted Pendulum
View metadata, citation and similar papers at core.ac.uk brought to you by CORE provided by University of Salford Institutional Repository THE STRENGTHS AND WEAKNESSES OF INVERTED PENDULUM MODELS OF HUMAN WALKING Michael McGrath1, David Howard2, Richard Baker1 1School of Health Sciences, University of Salford, M6 6PU, UK; 2School of Computing, Science and Engineering, University of Salford, M5 4WT, UK. Email: [email protected] Keywords: Inverted pendulum, gait, walking, modelling Word count: 3024 Abstract – An investigation into the kinematic and kinetic predictions of two “inverted pendulum” (IP) models of gait was undertaken. The first model consisted of a single leg, with anthropometrically correct mass and moment of inertia, and a point mass at the hip representing the rest of the body. A second model incorporating the physiological extension of a head‐arms‐trunk (HAT) segment, held upright by an actuated hip moment, was developed for comparison. Simulations were performed, using both models, and quantitatively compared with empirical gait data. There was little difference between the two models’ predictions of kinematics and ground reaction force (GRF). The models agreed well with empirical data through mid‐stance (20‐40% of the gait cycle) suggesting that IP models adequately simulate this phase (mean error less than one standard deviation). IP models are not cyclic, however, and cannot adequately simulate double support and step‐ to‐step transition. This is because the forces under both legs augment each other during double support to increase the vertical GRF. The incorporation of an actuated hip joint was the most novel change and added a new dimension to the classic IP model. -
Exact Solution for the Nonlinear Pendulum (Solu¸C˜Aoexata Do Pˆendulon˜Aolinear)
Revista Brasileira de Ensino de F¶³sica, v. 29, n. 4, p. 645-648, (2007) www.sb¯sica.org.br Notas e Discuss~oes Exact solution for the nonlinear pendulum (Solu»c~aoexata do p^endulon~aolinear) A. Bel¶endez1, C. Pascual, D.I. M¶endez,T. Bel¶endezand C. Neipp Departamento de F¶³sica, Ingenier¶³ade Sistemas y Teor¶³ade la Se~nal,Universidad de Alicante, Alicante, Spain Recebido em 30/7/2007; Aceito em 28/8/2007 This paper deals with the nonlinear oscillation of a simple pendulum and presents not only the exact formula for the period but also the exact expression of the angular displacement as a function of the time, the amplitude of oscillations and the angular frequency for small oscillations. This angular displacement is written in terms of the Jacobi elliptic function sn(u;m) using the following initial conditions: the initial angular displacement is di®erent from zero while the initial angular velocity is zero. The angular displacements are plotted using Mathematica, an available symbolic computer program that allows us to plot easily the function obtained. As we will see, even for amplitudes as high as 0.75¼ (135±) it is possible to use the expression for the angular displacement, but considering the exact expression for the angular frequency ! in terms of the complete elliptic integral of the ¯rst kind. We can conclude that for amplitudes lower than 135o the periodic motion exhibited by a simple pendulum is practically harmonic but its oscillations are not isochronous (the period is a function of the initial amplitude). -
Tutorial on Gravitational Pendulum Theory Applied to Seismic Sensing of Translation and Rotation by Randall D
Bulletin of the Seismological Society of America, Vol. 99, No. 2B, pp. –, May 2009, doi: 10.1785/0120080163 Tutorial on Gravitational Pendulum Theory Applied to Seismic Sensing of Translation and Rotation by Randall D. Peters Abstract Following a treatment of the simple pendulum provided in Appendix A, a rigorous derivation is given first for the response of an idealized rigid compound pendulum to external accelerations distributed through a broad range of frequencies. It is afterward shown that the same pendulum can be an effective sensor of rotation, if the axis is positioned close to the center of mass. Introduction When treating pendulum motions involving a noniner- in the sense that restoration is due to the gravitational field tial (accelerated) reference frame, physicists rarely consider of the Earth at its surface, little g. Some other instruments the dynamics of anything other than a simple pendulum. common in physics and sometimes labeled pendulums do Seismologists are concerned, however, with both instruments not employ a restore-to-equilibrium torque based on the more complicated than the simple pendulum and how such Earth’s field. For example, restoration in the Michell– instruments behave when their framework experiences accel- Cavendish balance that is used to measure big G (Newtonian eration in the form of either translation or rotation. Thus, I universal gravitational constant) is provided by the elastic look at the idealized compound pendulum as the simplest twist of a fiber (TEL-Atomic, Inc., 2008). It is sometimes approximation to mechanical system dynamics of relevance called a torsion pendulum. Many seismic instruments are to seismology. -
Lecture I, Aug25, 2014 Newton, Lagrange and Hamilton's Equations of Classical Mechanics
Lecture I, Aug25, 2014 Newton, Lagrange and Hamilton’s Equations of Classical Mechanics Introduction What this course is about... BOOK Goldstein is a classic Text Book Herbert Goldstein ( June 26, 1922 January 12, 2005) PH D MIT in 1943; Then at Harvard and Columbia first edition of CM book was published in 1950 ( 399 pages, each page is about 3/4 in area compared to new edition) Third edition appeared in 2002 ... But it is an old Text book What we will do different ?? Start with Newton’s Lagrange and Hamilton’s equation one after the other Small Oscillations: Marion, why is it important ??? we start right in the beginning talking about small oscillations, simple limit Phase Space Plots ( Marian, page 159 ) , Touch nonlinear physics and Chaos, Symmetries Order in which Chapters are covered is posted on the course web page Classical Encore 1-4pm, Sept 29, Oct 27, Dec 1 Last week of the Month: Three Body Problem.. ( chaos ), Solitons, may be General Relativity We may not cover scattering and Rigid body dynamics.. the topics that you have covered in Phys303 and I think there is less to gain there.... —————————————————————————— Newton’s Equation, Lagrange and Hamilton’s Equations Beauty Contest: Write Three equations and See which one are the prettiest?? (Simplicity, Mathematical Beauty...) Same Equations disguised in three different forms (I)Lagrange and Hamilton’s equations are scalar equations unlike Newton’s equation.. (II) To apply Newtons’ equation, Forces of constraints are needed to describe constrained motion (III) Symmetries are best described in the Lagrangian formulation (IV)For rectangular coordinates, Newtons’ s Eqn are the easiest.