Chapter 22 Three Dimensional Rotations and Gyroscopes
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Statics FE Review 032712.Pptx
FE Stacs Review h0p://www.coe.utah.edu/current-undergrad/fee.php Scroll down to: Stacs Review - Slides Torch Ellio [email protected] (801) 587-9016 MCE room 2016 (through 2000B door) Posi'on and Unit Vectors Y If you wanted to express a 100 lb force that was in the direction from A to B in (-2,6,3). A vector form, then you would find eAB and multiply it by 100 lb. rAB O x rAB = 7i - 7j – k (units of length) B .(5,-1,2) e = (7i-7j–k)/sqrt[99] (unitless) AB z Then: F = F eAB F = 100 lb {(7i-7j–k)/sqrt[99]} Another Way to Define a Unit Vectors Y Direction Cosines The θ values are the angles from the F coordinate axes to the vector F. The θY cosines of these θ values are the O θx x θz coefficients of the unit vector in the direction of F. z If cos(θx) = 0.500, cos(θy) = 0.643, and cos(θz) = - 0.580, then: F = F (0.500i + 0.643j – 0.580k) TrigonometrY hYpotenuse opposite right triangle θ adjacent • Sin θ = opposite/hYpotenuse • Cos θ = adjacent/hYpotenuse • Tan θ = opposite/adjacent TrigonometrY Con'nued A c B anY triangle b C a Σangles = a + b + c = 180o Law of sines: (sin a)/A = (sin b)/B = (sin c)/C Law of cosines: C2 = A2 + B2 – 2AB(cos c) Products of Vectors – Dot Product U . V = UVcos(θ) for 0 <= θ <= 180ο ( This is a scalar.) U In Cartesian coordinates: θ . -
The Spin, the Nutation and the Precession of the Earth's Axis Revisited
The spin, the nutation and the precession of the Earth’s axis revisited The spin, the nutation and the precession of the Earth’s axis revisited: A (numerical) mechanics perspective W. H. M¨uller [email protected] Abstract Mechanical models describing the motion of the Earth’s axis, i.e., its spin, nutation and its precession, have been presented for more than 400 years. Newton himself treated the problem of the precession of the Earth, a.k.a. the precession of the equinoxes, in Liber III, Propositio XXXIX of his Principia [1]. He decomposes the duration of the full precession into a part due to the Sun and another part due to the Moon, to predict a total duration of 26,918 years. This agrees fairly well with the experimentally observed value. However, Newton does not really provide a concise rational derivation of his result. This task was left to Chandrasekhar in Chapter 26 of his annotations to Newton’s book [2] starting from Euler’s equations for the gyroscope and calculating the torques due to the Sun and to the Moon on a tilted spheroidal Earth. These differential equations can be solved approximately in an analytic fashion, yielding Newton’s result. However, they can also be treated numerically by using a Runge-Kutta approach allowing for a study of their general non-linear behavior. This paper will show how and explore the intricacies of the numerical solution. When solving the Euler equations for the aforementioned case numerically it shows that besides the precessional movement of the Earth’s axis there is also a nu- tation present. -
Thomas Precession Is the Basis for the Structure of Matter and Space Preston Guynn
Thomas Precession is the Basis for the Structure of Matter and Space Preston Guynn To cite this version: Preston Guynn. Thomas Precession is the Basis for the Structure of Matter and Space. 2018. hal- 02628032 HAL Id: hal-02628032 https://hal.archives-ouvertes.fr/hal-02628032 Submitted on 26 May 2020 HAL is a multi-disciplinary open access L’archive ouverte pluridisciplinaire HAL, est archive for the deposit and dissemination of sci- destinée au dépôt et à la diffusion de documents entific research documents, whether they are pub- scientifiques de niveau recherche, publiés ou non, lished or not. The documents may come from émanant des établissements d’enseignement et de teaching and research institutions in France or recherche français ou étrangers, des laboratoires abroad, or from public or private research centers. publics ou privés. Thomas Precession is the Basis for the Structure of Matter and Space Einstein's theory of special relativity was incomplete as originally formulated since it did not include the rotational effect described twenty years later by Thomas, now referred to as Thomas precession. Though Thomas precession has been accepted for decades, its relationship to particle structure is a recent discovery, first described in an article titled "Electromagnetic effects and structure of particles due to special relativity". Thomas precession acts as a velocity dependent counter-rotation, so that at a rotation velocity of 3 / 2 c , precession is equal to rotation, resulting in an inertial frame of reference. During the last year and a half significant progress was made in determining further details of the role of Thomas precession in particle structure, fundamental constants, and the galactic rotation velocity. -
13. Rigid Body Dynamics II Gerhard Müller University of Rhode Island, [email protected] Creative Commons License
University of Rhode Island DigitalCommons@URI Classical Dynamics Physics Course Materials 2015 13. Rigid Body Dynamics II Gerhard Müller University of Rhode Island, [email protected] Creative Commons License This work is licensed under a Creative Commons Attribution-Noncommercial-Share Alike 4.0 License. Follow this and additional works at: http://digitalcommons.uri.edu/classical_dynamics Abstract Part thirteen of course materials for Classical Dynamics (Physics 520), taught by Gerhard Müller at the University of Rhode Island. Entries listed in the table of contents, but not shown in the document, exist only in handwritten form. Documents will be updated periodically as more entries become presentable. Recommended Citation Müller, Gerhard, "13. Rigid Body Dynamics II" (2015). Classical Dynamics. Paper 9. http://digitalcommons.uri.edu/classical_dynamics/9 This Course Material is brought to you for free and open access by the Physics Course Materials at DigitalCommons@URI. It has been accepted for inclusion in Classical Dynamics by an authorized administrator of DigitalCommons@URI. For more information, please contact [email protected]. Contents of this Document [mtc13] 13. Rigid Body Dynamics II • Torque-free motion of symmetric top [msl27] • Torque-free motion of asymmetric top [msl28] • Stability of rigid body rotations about principal axes [mex70] • Steady precession of symmetric top [mex176] • Heavy symmetric top: general solution [mln47] • Heavy symmetric top: steady precession [mln81] • Heavy symmetric top: precession and -
Rotation Matrix - Wikipedia, the Free Encyclopedia Page 1 of 22
Rotation matrix - Wikipedia, the free encyclopedia Page 1 of 22 Rotation matrix From Wikipedia, the free encyclopedia In linear algebra, a rotation matrix is a matrix that is used to perform a rotation in Euclidean space. For example the matrix rotates points in the xy -Cartesian plane counterclockwise through an angle θ about the origin of the Cartesian coordinate system. To perform the rotation, the position of each point must be represented by a column vector v, containing the coordinates of the point. A rotated vector is obtained by using the matrix multiplication Rv (see below for details). In two and three dimensions, rotation matrices are among the simplest algebraic descriptions of rotations, and are used extensively for computations in geometry, physics, and computer graphics. Though most applications involve rotations in two or three dimensions, rotation matrices can be defined for n-dimensional space. Rotation matrices are always square, with real entries. Algebraically, a rotation matrix in n-dimensions is a n × n special orthogonal matrix, i.e. an orthogonal matrix whose determinant is 1: . The set of all rotation matrices forms a group, known as the rotation group or the special orthogonal group. It is a subset of the orthogonal group, which includes reflections and consists of all orthogonal matrices with determinant 1 or -1, and of the special linear group, which includes all volume-preserving transformations and consists of matrices with determinant 1. Contents 1 Rotations in two dimensions 1.1 Non-standard orientation -
Research on the Precession of the Equinoxes and on the Nutation of the Earth’S Axis∗
Research on the Precession of the Equinoxes and on the Nutation of the Earth’s Axis∗ Leonhard Euler† Lemma 1 1. Supposing the earth AEBF (fig. 1) to be spherical and composed of a homogenous substance, if the mass of the earth is denoted by M and its radius CA = CE = a, the moment of inertia of the earth about an arbitrary 2 axis, which passes through its center, will be = 5 Maa. ∗Leonhard Euler, Recherches sur la pr´ecession des equinoxes et sur la nutation de l’axe de la terr,inOpera Omnia, vol. II.30, p. 92-123, originally in M´emoires de l’acad´emie des sciences de Berlin 5 (1749), 1751, p. 289-325. This article is numbered E171 in Enestr¨om’s index of Euler’s work. †Translated by Steven Jones, edited by Robert E. Bradley c 2004 1 Corollary 2. Although the earth may not be spherical, since its figure differs from that of a sphere ever so slightly, we readily understand that its moment of inertia 2 can be nonetheless expressed as 5 Maa. For this expression will not change significantly, whether we let a be its semi-axis or the radius of its equator. Remark 3. Here we should recall that the moment of inertia of an arbitrary body with respect to a given axis about which it revolves is that which results from multiplying each particle of the body by the square of its distance to the axis, and summing all these elementary products. Consequently this sum will give that which we are calling the moment of inertia of the body around this axis. -
NASA Tit It-462 &I -- .7, F
N ,! S’ A TECHNICAL, --NASA Tit it-462 &I REP0R.T .7,f ; .A. SPACE-TIME. TENsOR FQRMULATION _ ,~: ., : _. Fq. CONTINUUM MECHANICS IN ’ -. :- -. GENERAL. CURVILINEAR, : MOVING, : ;-_. \. AND DEFQRMING COORDIN@E. SYSTEMS _. Langley Research Center Ehnpton, - Va. 23665 NATIONAL AERONAUTICSAND SPACE ADhiINISTRATI0.N l WASHINGTON, D. C. DECEMBER1976 _. TECHLIBRARY KAFB, NM Illllll lllllIII lllll luII Ill Ill 1111 006857~ ~~_~- - ;. Report No. 2. Government Accession No. 3. Recipient’s Catalog No. NASA TR R-462 5. Report Date A SPACE-TIME TENSOR FORMULATION FOR CONTINUUM December 1976 MECHANICS IN GENERAL CURVILINEAR, MOVING, AND 6. Performing Organization Code DEFORMING COORDINATE SYSTEMS 7. Author(s) 9. Performing Orgamzation Report No. Lee M. Avis L-10552 10. Work Unit No. 9. Performing Organization Name and Address 1’76-30-31-01 NASA Langley Research Center 11. Contract or Grant No. Hampton, VA 23665 13. Type of Report and Period Covered 2. Sponsoring Agency Name and Address Technical Report National Aeronautics and Space Administration 14. Sponsoring Agency Code Washington, DC 20546 %. ~u~~l&~tary Notes 6. Abstract Tensor methods are used to express the continuum equations of motion in general curvilinear, moving, and deforming coordinate systems. The space-time tensor formula- tion is applicable to situations in which, for example, the boundaries move and deform. Placing a coordinate surface on such a boundary simplifies the boundary-condition treat- ment. The space-time tensor formulation is also applicable to coordinate systems with coordinate surfaces defined as surfaces of constant pressure, density, temperature, or any other scalar continuum field function. The vanishing of the function gradient com- ponents along the coordinate surfaces may simplify the set of governing equations. -
Chapter 16 Two Dimensional Rotational Kinematics
Chapter 16 Two Dimensional Rotational Kinematics 16.1 Introduction ........................................................................................................... 1 16.2 Fixed Axis Rotation: Rotational Kinematics ...................................................... 1 16.2.1 Fixed Axis Rotation ........................................................................................ 1 16.2.2 Angular Velocity and Angular Acceleration ............................................... 2 16.2.3 Sign Convention: Angular Velocity and Angular Acceleration ................ 4 16.2.4 Tangential Velocity and Tangential Acceleration ....................................... 4 Example 16.1 Turntable ........................................................................................... 5 16.3 Rotational Kinetic Energy and Moment of Inertia ............................................ 6 16.3.1 Rotational Kinetic Energy and Moment of Inertia ..................................... 6 16.3.2 Moment of Inertia of a Rod of Uniform Mass Density ............................... 7 Example 16.2 Moment of Inertia of a Uniform Disc .............................................. 8 16.3.3 Parallel Axis Theorem ................................................................................. 10 16.3.4 Parallel Axis Theorem Applied to a Uniform Rod ................................... 11 Example 16.3 Rotational Kinetic Energy of Disk ................................................ 11 16.4 Conservation of Energy for Fixed Axis Rotation ............................................ -
Rotation: Moment of Inertia and Torque
Rotation: Moment of Inertia and Torque Every time we push a door open or tighten a bolt using a wrench, we apply a force that results in a rotational motion about a fixed axis. Through experience we learn that where the force is applied and how the force is applied is just as important as how much force is applied when we want to make something rotate. This tutorial discusses the dynamics of an object rotating about a fixed axis and introduces the concepts of torque and moment of inertia. These concepts allows us to get a better understanding of why pushing a door towards its hinges is not very a very effective way to make it open, why using a longer wrench makes it easier to loosen a tight bolt, etc. This module begins by looking at the kinetic energy of rotation and by defining a quantity known as the moment of inertia which is the rotational analog of mass. Then it proceeds to discuss the quantity called torque which is the rotational analog of force and is the physical quantity that is required to changed an object's state of rotational motion. Moment of Inertia Kinetic Energy of Rotation Consider a rigid object rotating about a fixed axis at a certain angular velocity. Since every particle in the object is moving, every particle has kinetic energy. To find the total kinetic energy related to the rotation of the body, the sum of the kinetic energy of every particle due to the rotational motion is taken. The total kinetic energy can be expressed as .. -
ROTATION: a Review of Useful Theorems Involving Proper Orthogonal Matrices Referenced to Three- Dimensional Physical Space
Unlimited Release Printed May 9, 2002 ROTATION: A review of useful theorems involving proper orthogonal matrices referenced to three- dimensional physical space. Rebecca M. Brannon† and coauthors to be determined †Computational Physics and Mechanics T Sandia National Laboratories Albuquerque, NM 87185-0820 Abstract Useful and/or little-known theorems involving33× proper orthogonal matrices are reviewed. Orthogonal matrices appear in the transformation of tensor compo- nents from one orthogonal basis to another. The distinction between an orthogonal direction cosine matrix and a rotation operation is discussed. Among the theorems and techniques presented are (1) various ways to characterize a rotation including proper orthogonal tensors, dyadics, Euler angles, axis/angle representations, series expansions, and quaternions; (2) the Euler-Rodrigues formula for converting axis and angle to a rotation tensor; (3) the distinction between rotations and reflections, along with implications for “handedness” of coordinate systems; (4) non-commu- tivity of sequential rotations, (5) eigenvalues and eigenvectors of a rotation; (6) the polar decomposition theorem for expressing a general deformation as a se- quence of shape and volume changes in combination with pure rotations; (7) mix- ing rotations in Eulerian hydrocodes or interpolating rotations in discrete field approximations; (8) Rates of rotation and the difference between spin and vortici- ty, (9) Random rotations for simulating crystal distributions; (10) The principle of material frame indifference (PMFI); and (11) a tensor-analysis presentation of classical rigid body mechanics, including direct notation expressions for momen- tum and energy and the extremely compact direct notation formulation of Euler’s equations (i.e., Newton’s law for rigid bodies). -
Twisting Couple on a Cylinder Or Wire
Course: US01CPHY01 UNIT – 2 ELASTICITY – II Introduction: We discussed fundamental concept of properties of matter in first unit. This concept will be more use full for calculating various properties of mechanics of solid material. In this unit, we shall study the detail theory and its related experimental methods for determination of elastic constants and other related properties. Twisting couple on a cylinder or wire: Consider a cylindrical rod of length l radius r and coefficient of rigidity . Its upper end is fixed and a couple is applied in a plane perpendicular to its length at lower end as shown in fig.(a) Consider a cylinder is consisting a large number of co-axial hollow cylinder. Now, consider a one hollow cylinder of radius x and radial thickness dx as shown in fig.(b). Let is the twisting angle. The displacement is greatest at the rim and decreases as the center is approached where it becomes zero. As shown in fig.(a), Let AB be the line parallel to the axis OO’ before twist produced and on twisted B shifts to B’, then line AB become AB’. Before twisting if hollow cylinder cut along AB and flatted out, it will form the rectangular ABCD as shown in fig.(c). But if it will be cut after twisting it takes the shape of a parallelogram AB’C’D. The angle of shear From fig.(c) ∠ ̼̻̼′ = ∅ From fig.(b) ɑ ̼̼ = ͠∅ ɑ BB = xθ ∴ ͠∅ = ͬ Page 1 of 20 ͬ ∴ ∅ = … … … … … … (1) The modules of͠ rigidity is ͍ℎ͙͕ͦ͛͢͝ ͙ͧͤͦͧͧ ̀ = = ͕͙͛͢͠ ͚ͣ ͧℎ͙͕ͦ & ͬ ∴ ̀ = ∙ ∅ = The surface area of this hollow cylinder͠ = 2ͬͬ͘ Total shearing force on this area ∴ ͬ = 2ͬͬ͘ ∙ ͠ ͦ The moment of this force= 2 ͬ ͬ͘ ͠ ͦ = 2 ͬ ͬ͘ ∙ ͬ ͠ 2 ͧ Now, integrating between= theͬ limits∙ ͬ͘ x = 0 and x = r, We have, total twisting couple͠ on the cylinder - 2 ͧ = ǹ ͬ ͬ͘ * ͠ - 2 ͧ = ǹ ͬ ͬ͘ ͠ * ͨ - 2 ͬ = ʨ ʩ Total twisting couple ͠ 4 * ∴ ͨ ͦ = … … … … … … (3) Then, the twisting couple2͠ per unit twist ( ) is = 1 ͨ ͦ ̽ = … … … … … … (4) This twisting couple per unit twist 2͠is also called the torsional rigidity of the cylinder or wire. -
The Rotating Reference Frame and the Precession of the Equinoxes
The rotating reference frame and the precession of the equinoxes Adrián G. Cornejo Electronics and Communications Engineering from Universidad Iberoamericana, Calle Santa Rosa 719, CP 76138, Col. Santa Mónica, Querétaro, Querétaro, Mexico. E-mail: [email protected] (Received 7 August 2013, accepted 27 December 2013) Abstract In this paper, angular frequency of a rotating reference frame is derived, where a given body orbiting and rotating around a fixed axis describes a periodical rosette path completing a periodical “circular motion”. Thus, by the analogy between a rotating frame of reference and the whole Solar System, angular frequency and period of a possible planetary circular motion are calculated. For the Earth's case, the circular period is calculated from motion of the orbit by the rotation effect, together with the advancing caused by the apsidal precession, which results the same amount than the period of precession of the equinoxes. This coincidence could provide an alternative explanation for this observed effect. Keywords: Rotating reference frame, Lagranian mechanics, Angular frequency, Precession of the equinoxes. Resumen En este trabajo, se deriva la frecuencia angular de un marco de referencia rotante, donde un cuerpo dado orbitando y rotando alrededor de un eje fijo describe una trayectoria en forma de una roseta periódica completando un “movimiento circular” periódico. Así, por la analogía entre un marco de referencia rotacional y el Sistema Solar como un todo, se calculan la frecuencia angular y el periodo de un posible movimiento circular planetario. Para el caso de la Tierra, el periodo circular es calculado a partir del movimiento de la órbita por el efecto de la rotación, junto con el avance causado por la precesión absidal, resultando el mismo valor que el periodo de la precesión de los equinoccios.