D'alembert's Principle

Total Page:16

File Type:pdf, Size:1020Kb

D'alembert's Principle Video 2.1a Vijay Kumar and Ani Hsieh Robo3x-1.3 1 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Introduction to Lagrangian Mechanics Vijay Kumar and Ani Hsieh University of Pennsylvania Robo3x-1.3 2 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Analytical Mechanics • Aristotle • Euler • Galileo • Lagrange • Bernoulli • D’Alembert 1. Principle of Virtual Work: Static equilibrium of a particle, system of N particles, rigid bodies, system of rigid bodies 2. D’Alembert’s Principle: Incorporate inertial forces for dynamic analysis 3. Lagrange’s Equations of Motion Robo3x-1.3 3 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Generalized Coordinate(s) A minimal set of coordinates required to describe the configuration of a system No. of generalized coordinates = no. of degrees of freedom Robo3x-1.3 4 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Virtual Displacements Virtual displacements are small displacements consistent with the constraints g y A particle of mass m constrained to move vertically generalized coordinate y Robo3x-1.3 5 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Virtual Displacements Virtual displacements are small displacements consistent with the constraints l f q x The slider crank mechanism: a single degree of freedom linkage generalized coordinate x, q, or f Robo3x-1.3 6 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Virtual Displacements Virtual displacements are small displacements consistent with the constraints O q l P The pendulum: a single degree of freedom linkage generalized coordinate q Robo3x-1.3 7 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Virtual Work The work done by applied (external) forces through the virtual displacement, mg A particle of mass m constrained to move vertically Robo3x-1.3 8 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Virtual Work The work done by applied (external) forces through the virtual displacement, l f q F x The slider crank mechanism: a single degree of freedom linkage Robo3x-1.3 9 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Video 2.1b Vijay Kumar and Ani Hsieh Robo3x-1.3 10 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Virtual Work The work done by applied (external) forces through the virtual displacement, O q l P mg The pendulum: a single degree of freedom linkage Robo3x-1.3 11 Property of Penn Engineering, Vijay Kumar and Ani Hsieh The Principle of Virtual Work The virtual work done by all applied (external) forces through any virtual displacement is zero The system is in equilibrium Robo3x-1.3 12 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Static Equilibrium mg Robo3x-1.3 13 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Static Equilibrium l f q F x Robo3x-1.3 14 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Static Equilibrium O q l P mg Robo3x-1.3 15 Property of Penn Engineering, Vijay Kumar and Ani Hsieh D’Alembert’s Principle The virtual work done by all applied (external) forces through any virtual displacement is zero include inertial principle of virtual work forces The system is in static equilibrium Equations of motion for the system inertial force = - mass x acceleration Robo3x-1.3 16 Property of Penn Engineering, Vijay Kumar and Ani Hsieh D’Alembert’s Principle acceleration inertial force e2 mg e1 Robo3x-1.3 17 Property of Penn Engineering, Vijay Kumar and Ani Hsieh D’Alembert’s Principle acceleration O q inertial force l e P q mg er equation of motion Robo3x-1.3 18 Property of Penn Engineering, Vijay Kumar and Ani Hsieh D’Alembert’s principle with generalized coordinates generalized coordinate contribution contribution from from inertial external force(s) force(s) Particle in the vertical plane Simple pendulum Robo3x-1.3 19 Property of Penn Engineering, Vijay Kumar and Ani Hsieh The Key Idea The contribution from the inertial forces can be expressed as a function of the kinetic energy and its derivatives Kinetic Energy Robo3x-1.3 20 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Lagrange’s Equation of Motion Particle in the vertical plane Simple pendulum Robo3x-1.3 21 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Lagrange’s Equation of Motion for a Conservative System Conservative System There exists a scalar function such that all applied forces are given by the gradient of the potential function Scalar Function Gravitational force is conservative Scalar function is the potential energy Robo3x-1.3 22 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Standard Form of Lagrange’s Equation of Motion The Lagrangian Robo3x-1.3 23 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Lagrange’s Equation of Motion Particle in the vertical plane Simple pendulum Robo3x-1.3 24 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Video 2.2 Vijay Kumar and Ani Hsieh Robo3x-1.3 25 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Newton Euler Equations Vijay Kumar and Ani Hsieh University of Pennsylvania Robo3x-1.3 26 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Analytical Mechanics 1. Principle of Virtual Work: Static equilibrium of a particle, system of N particles, rigid bodies, system of rigid bodies 2. D’Alembert’s Principle: Incorporate inertial forces for dynamic analysis 3. Lagrange’s Equations of Motion Robo3x-1.3 27 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Newton Euler Equations Recall Newton’s 2nd law of motion m net external force = inertia x acceleration Robo3x-1.3 28 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Newton Euler Equations Newton’s equations of motion for a translating rigid body Euler’s equations of motion for a rotating rigid body Robo3x-1.3 29 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Motion of Systems of Particles fj Center of Mass y Pi m i C Pi fj rOP mj i x O z Newton’s equations of motion net external force = total mass x Robo3x-1.3 30 accelerationProperty of Penn Engineering, of Vijay Kumarcenter and Ani Hsieh of mass Newton’s Second Law for a System of Particles The center of mass for a system of particles, S, accelerates in an inertial frame, A, as if it were a single particle with mass m (equal to the total mass of the system) acted upon by a force equal to the net external force. Linear momentum Rate of change of linear momentum in an inertial frame is equal to the net external force acting on the system. Also true for a rigid body Robo3x-1.3 31 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Equations of Motion for a Rotating Rigid Body • Rigid body with a point O fixed in an inertial frame • Rigid body with the center of mass C Angular momentum O C y P x Robo3x-1.3 32 Property of Pennmoment Engineering, Vijay of Kumar inertia and Ani Hsieh Equations of Motion for a Rotating Rigid Body • Rigid body with a point O fixed in an inertial frame • Rigid body with the center of mass C The rate of change of angular momentum of a rigid body (or a system of rigidly connected particles) in an inertial frame with O or C as an origin is equal to the net external moment acting (with the same origin) on the body. Robo3x-1.3 33 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Example O q l e2 P mg e1 equation of motion Robo3x-1.3 34 Property of Penn Engineering, Vijay Kumar and Ani Hsieh 67 KB Moment of Inertia of Planar Objects e2 m 2b m 2a C e O 1 m m Robo3x-1.3 35 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Moment of Inertia of Planar Objects dm r C y x Robo3x-1.3 36 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Video 2.3 Vijay Kumar and Ani Hsieh Robo3x-1.3 37 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Dynamics and Control Acceleration Analysis: Revisited Vijay Kumar and Ani Hsieh University of Pennsylvania Robo3x-1.3 38 Property of Penn Engineering, Vijay Kumar and Ani Hsieh b2 Position Vectors b1 • Reference frame Q b3 P • Origin B • Basis vectors • Position Vectors • Position vectors for P and Q in A a a2 1 O • Position vector of Q in B A a3 Robo3x-1.3 39 Property of Penn Engineering, Vijay Kumar and Ani Hsieh General Approach to Analyzing Multi-Body System 2. Pair of points fixed to the same 1. Points common to body adjacent bodies 3. Pair of points on adjacent bodies whose relative motions can be easily described 4. Write equations relating pairs of points either on same or adjacent bodies. Robo3x-1.3 40 Property of Penn Engineering, Vijay Kumar and Ani Hsieh b2 Position Analysis b1 Q b3 P B a a2 1 O A a3 Robo3x-1.3 41 Property of Penn Engineering, Vijay Kumar and Ani Hsieh b Velocity Analysis 2 b1 Q b3 P B 3x3 skew symmetric matrix a a2 1 O A a3 Robo3x-1.3 42 Propertyangular of Penn Engineering, velocity Vijay Kumar and of Ani HsiehB in A Acceleration Analysis • Acceleration of P and Q in A Q P B a a2 1 O A a3 Robo3x-1.3 43 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Angular Acceleration The angular acceleration of B in Q A, is defined as the derivative of P the angular velocity of B in A: B a a2 1 O A a3 Robo3x-1.3 44 Property of Penn Engineering, Vijay Kumar and Ani Hsieh b Acceleration Analysis 2 b1 Q b3 P B a a1 tangential 2 acceleration O A a3 centripetal (normal) acceleration Robo3x-1.3 45 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Serial Chain of Rigid Bodies OD C OC D B OB A OA Robo3x-1.3 46 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Serial Chain of Rigid Bodies OD C OC D B OB A OA Robo3x-1.3 47 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Video 2.4 Vijay Kumar and Ani Hsieh Robo3x-1.3 48 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Newton Euler Equations (continued) Vijay Kumar and Ani Hsieh University of Pennsylvania Robo3x-1.3 49 Property of Penn Engineering, Vijay Kumar and Ani Hsieh Newton Euler Equations Newton’s equations of motion A rigid body B accelerates in an inertial frame A as if it were a single particle with the same mass m (equal to the total mass of the system) acted upon by a force equal to the net external force.
Recommended publications
  • Hamilton's Principle in Continuum Mechanics
    Hamilton’s Principle in Continuum Mechanics A. Bedford University of Texas at Austin This document contains the complete text of the monograph published in 1985 by Pitman Publishing, Ltd. Copyright by A. Bedford. 1 Contents Preface 4 1 Mechanics of Systems of Particles 8 1.1 The First Problem of the Calculus of Variations . 8 1.2 Conservative Systems . 12 1.2.1 Hamilton’s principle . 12 1.2.2 Constraints.......................... 15 1.3 Nonconservative Systems . 17 2 Foundations of Continuum Mechanics 20 2.1 Mathematical Preliminaries . 20 2.1.1 Inner Product Spaces . 20 2.1.2 Linear Transformations . 22 2.1.3 Functions, Continuity, and Differentiability . 24 2.1.4 Fields and the Divergence Theorem . 25 2.2 Motion and Deformation . 27 2.3 The Comparison Motion . 32 2.4 The Fundamental Lemmas . 36 3 Mechanics of Continuous Media 39 3.1 The Classical Theories . 40 3.1.1 IdealFluids.......................... 40 3.1.2 ElasticSolids......................... 46 3.1.3 Inelastic Materials . 50 3.2 Theories with Microstructure . 54 3.2.1 Granular Solids . 54 3.2.2 Elastic Solids with Microstructure . 59 2 4 Mechanics of Mixtures 65 4.1 Motions and Comparison Motions of a Mixture . 66 4.1.1 Motions............................ 66 4.1.2 Comparison Fields . 68 4.2 Mixtures of Ideal Fluids . 71 4.2.1 Compressible Fluids . 71 4.2.2 Incompressible Fluids . 73 4.2.3 Fluids with Microinertia . 75 4.3 Mixture of an Ideal Fluid and an Elastic Solid . 83 4.4 A Theory of Mixtures with Microstructure . 86 5 Discontinuous Fields 91 5.1 Singular Surfaces .
    [Show full text]
  • Principle of Virtual Work
    Chapter 1 Principle of virtual work 1.1 Constraints and degrees of freedom The number of degrees of freedom of a system is equal to the number of variables required to describe the state of the system. For instance: • A particle constrained to move along the x axis has one degree of freedom, the position x on this axis. • A particle constrained to the surface of the earth has two degrees of freedom, longitude and latitude. • A wheel rotating on a fixed axle has one degree of freedom, the angle of rotation. • A solid body in free space has six degrees of freedom: a particular atom in the body can move in three dimensions, which accounts for three degrees of freedom; another atom can move on a sphere with the first particle at its center for two additional degrees of freedom; any other atom can move in a circle about the line passing through the first two atoms. No other independent motion of the body is possible. • N atoms moving freely in three-dimensional space collectively have 3N degrees of freedom. 1.1.1 Holonomic constraints Suppose a mass is constrained to move in a circle of radius R in the x-y plane. Without this constraint it could move freely over this plane. Such a constraint could be expressed by the equation for a circle, x2 + y2 = R2. A better way to represent this constraint is F (x; y) = x2 + y2 − R2 = 0: (1.1.1) 1 CHAPTER 1. PRINCIPLE OF VIRTUAL WORK 2 As we shall see, this constraint may be useful when expressed in differential form: @F @F dF = dx + dy = 2xdx + 2ydy = 0: (1.1.2) @x @y A constraint that can be represented by setting to zero a function of the variables representing the configuration of a system (e.g., the x and y locations of a mass moving in a plane) is called holonomic.
    [Show full text]
  • Virtual Work
    MEAM 535 Principle of Virtual Work Aristotle Galileo (1594) Bernoulli (1717) Lagrange (1788) 1. Start with static equilibrium of holonomic system of N particles 2. Extend to rigid bodies 3. Incorporate inertial forces for dynamic analysis 4. Apply to nonholonomic systems University of Pennsylvania 1 MEAM 535 Virtual Work Key Ideas (a) Fi Virtual displacement e2 Small Consistent with constraints Occurring without passage of time rPi Applied forces (and moments) Ignore constraint forces Static equilibrium e Zero acceleration, or O 1 Zero mass Every point, Pi, is subject to The virtual work is the work done by a virtual displacement: . e3 the applied forces. N n generalized coordinates, qj (a) Pi δW = ∑[Fi ⋅δr ] i=1 University of Pennsylvania 2 € MEAM 535 Example: Particle in a slot cut into a rotating disk Angular velocity Ω constant Particle P constrained to be in a radial slot on the rotating disk P F r How do describe virtual b2 Ω displacements of the particle P? b1 O No. of degrees of freedom in A? Generalized coordinates? B Velocity of P in A? a2 What is the virtual work done by the force a1 F=F1b1+F2b2 ? University of Pennsylvania 3 MEAM 535 Example l Applied forces G=τ/2r B F acting at P Q r φ θ m F G acting at Q P (assume no gravity) Constraint forces x All joint reaction forces Single degree of freedom Generalized coordinate, θ Motion of particles P and Q can be described by the generalized coordinate θ University of Pennsylvania 4 MEAM 535 Static Equilibrium Implies Zero Virtual Work is Done Forces Forces that do
    [Show full text]
  • Towards Energy Principles in the 18Th and 19Th Century – from D’Alembert to Gauss
    Towards Energy Principles in the 18th and 19th Century { From D'Alembert to Gauss Ekkehard Ramm, Universit¨at Stuttgart The present contribution describes the evolution of extremum principles in mechanics in the 18th and the first half of the 19th century. First the development of the 'Principle of Least Action' is recapitulated [1]: Maupertuis' (1698-1759) hypothesis that for any change in nature there is a quantity for this change, denoted as 'action', which is a minimum (1744/46); S. Koenig's contribution in 1750 against Maupertuis, president of the Prussian Academy of Science, delivering a counter example that a maximum may occur as well and most importantly presenting a copy of a letter written by Leibniz already in 1707 which describes Maupertuis' general principle but allowing for a minimum or maximum; Euler (1707-1783) heavily defended Maupertuis in this priority rights although he himself had discovered the principle before him. Next we refer to Jean Le Rond d'Alembert (1717-1783), member of the Paris Academy of Science since 1741. He described his principle of mechanics in his 'Trait´ede dynamique' in 1743. It is remarkable that he was considered more a mathematician rather than a physicist; he himself 'believed mechanics to be based on metaphysical principles and not on experimental evidence' [2]. Ne- vertheless D'Alembert's Principle, expressing the dynamic equilibrium as the kinetic extension of the principle of virtual work, became in its Lagrangian ver- sion one of the most powerful contributions in mechanics. Briefly Hamilton's Principle, denoted as 'Law of Varying Action' by Sir William Rowan Hamilton (1805-1865), as the integral counterpart to d'Alembert's differential equation is also mentioned.
    [Show full text]
  • Leonhard Euler - Wikipedia, the Free Encyclopedia Page 1 of 14
    Leonhard Euler - Wikipedia, the free encyclopedia Page 1 of 14 Leonhard Euler From Wikipedia, the free encyclopedia Leonhard Euler ( German pronunciation: [l]; English Leonhard Euler approximation, "Oiler" [1] 15 April 1707 – 18 September 1783) was a pioneering Swiss mathematician and physicist. He made important discoveries in fields as diverse as infinitesimal calculus and graph theory. He also introduced much of the modern mathematical terminology and notation, particularly for mathematical analysis, such as the notion of a mathematical function.[2] He is also renowned for his work in mechanics, fluid dynamics, optics, and astronomy. Euler spent most of his adult life in St. Petersburg, Russia, and in Berlin, Prussia. He is considered to be the preeminent mathematician of the 18th century, and one of the greatest of all time. He is also one of the most prolific mathematicians ever; his collected works fill 60–80 quarto volumes. [3] A statement attributed to Pierre-Simon Laplace expresses Euler's influence on mathematics: "Read Euler, read Euler, he is our teacher in all things," which has also been translated as "Read Portrait by Emanuel Handmann 1756(?) Euler, read Euler, he is the master of us all." [4] Born 15 April 1707 Euler was featured on the sixth series of the Swiss 10- Basel, Switzerland franc banknote and on numerous Swiss, German, and Died Russian postage stamps. The asteroid 2002 Euler was 18 September 1783 (aged 76) named in his honor. He is also commemorated by the [OS: 7 September 1783] Lutheran Church on their Calendar of Saints on 24 St. Petersburg, Russia May – he was a devout Christian (and believer in Residence Prussia, Russia biblical inerrancy) who wrote apologetics and argued Switzerland [5] forcefully against the prominent atheists of his time.
    [Show full text]
  • Principle of Virtual Work
    Principle of Virtual Work Degrees of Freedom Associated with the concept of the lumped-mass approximation is the idea of the NUMBER OF DEGREES OF FREEDOM. This can be defined as “the number of independent co-ordinates required to specify the configuration of the system”. The word “independent” here implies that there is no fixed relationship between the co- ordinates, arising from geometric constraints. Modelling of Automotive Systems 1 Degrees of Freedom of Special Systems A particle in free motion in space has 3 degrees of freedom z particle in free motion in space r has 3 degrees of freedom y x 3 If we introduce one constraint – e.g. r is fixed then the number of degrees of freedom reduces to 2. note generally: no. of degrees of freedom = no. of co-ordinates –no. of equations of constraint Modelling of Automotive Systems 2 Rigid Body This has 6 degrees of freedom y 3 translation P2 P1 3 rotation P3 . x 3 e.g. for partials P1, P2 and P3 we have 3 x 3 = 9 co-ordinates but the distances between these particles are fixed – for a rigid body – thus there are 3 equations of constraint. The no. of degrees of freedom = no. of co-ordinates (9) - no. of equations of constraint (3) = 6. Modelling of Automotive Systems 3 Formulation of the Equations of Motion Two basic approaches: 1. application of Newton’s laws of motion to free-body diagrams Disadvantages of Newton’s law approach are that we need to deal with vector quantities – force and displacement. thus we need to resolve in two or three dimensions – choice of method of resolution needs to be made.
    [Show full text]
  • Learning the Virtual Work Method in Statics: What Is a Compatible Virtual Displacement?
    2006-823: LEARNING THE VIRTUAL WORK METHOD IN STATICS: WHAT IS A COMPATIBLE VIRTUAL DISPLACEMENT? Ing-Chang Jong, University of Arkansas Ing-Chang Jong serves as Professor of Mechanical Engineering at the University of Arkansas. He received a BSCE in 1961 from the National Taiwan University, an MSCE in 1963 from South Dakota School of Mines and Technology, and a Ph.D. in Theoretical and Applied Mechanics in 1965 from Northwestern University. He was Chair of the Mechanics Division, ASEE, in 1996-97. His research interests are in mechanics and engineering education. Page 11.878.1 Page © American Society for Engineering Education, 2006 Learning the Virtual Work Method in Statics: What Is a Compatible Virtual Displacement? Abstract Statics is a course aimed at developing in students the concepts and skills related to the analysis and prediction of conditions of bodies under the action of balanced force systems. At a number of institutions, learning the traditional approach using force and moment equilibrium equations is followed by learning the energy approach using the virtual work method to enrich the learning of students. The transition from the traditional approach to the energy approach requires learning several related key concepts and strategy. Among others, compatible virtual displacement is a key concept, which is compatible with what is required in the virtual work method but is not commonly recognized and emphasized. The virtual work method is initially not easy to learn for many people. It is surmountable when one understands the following: (a) the proper steps and strategy in the method, (b) the displacement center, (c) some basic geometry, and (d ) the radian measure formula to compute virtual displacements.
    [Show full text]
  • Leonhard Euler's Elastic Curves Author(S): W
    Leonhard Euler's Elastic Curves Author(s): W. A. Oldfather, C. A. Ellis and Donald M. Brown Source: Isis, Vol. 20, No. 1 (Nov., 1933), pp. 72-160 Published by: The University of Chicago Press on behalf of The History of Science Society Stable URL: http://www.jstor.org/stable/224885 Accessed: 10-07-2015 18:15 UTC Your use of the JSTOR archive indicates your acceptance of the Terms & Conditions of Use, available at http://www.jstor.org/page/ info/about/policies/terms.jsp JSTOR is a not-for-profit service that helps scholars, researchers, and students discover, use, and build upon a wide range of content in a trusted digital archive. We use information technology and tools to increase productivity and facilitate new forms of scholarship. For more information about JSTOR, please contact [email protected]. The University of Chicago Press and The History of Science Society are collaborating with JSTOR to digitize, preserve and extend access to Isis. http://www.jstor.org This content downloaded from 128.138.65.63 on Fri, 10 Jul 2015 18:15:50 UTC All use subject to JSTOR Terms and Conditions LeonhardEuler's ElasticCurves (De Curvis Elasticis, Additamentum I to his Methodus Inveniendi Lineas Curvas Maximi Minimive Proprietate Gaudentes, Lausanne and Geneva, 1744). Translated and Annotated by W. A. OLDFATHER, C. A. ELLIS, and D. M. BROWN PREFACE In the fall of I920 Mr. CHARLES A. ELLIS, at that time Professor of Structural Engineering in the University of Illinois, called my attention to the famous appendix on elastic curves by LEONHARD EULER, which he felt might well be made available in an English translationto those students of structuralengineering who were interested in the classical treatises which constitute landmarks in the history of this ever increasingly important branch of scientific and technical achievement.
    [Show full text]
  • Application of Principle of Virtual Work to Find Displacement in Statically Indeterminate Structures
    CE474 – Structural Analysis II Application of Principle of Virtual Work to Find Displacement in Statically Indeterminate Structures Example: Find B , the vertical displacement at B. Consider flexural response only; assume EI is constant. First of all, we need to find the curvature distribution in this statically indeterminate to 1st degree propped‐ cantilever structure. Let’s treat the moment reaction at A as the redundant reaction and use method of consistent deformations (also known as compatibility method or flexibility method) to solve the system. + We can use the virtual force method to find and . That is, we first apply a tracer virtual unit moment A,15 A,MA at A and then convolve the resulting virtual bending moment distribution with the curvature distributions in the two simply supported beams loaded with real external force 15 kN and support reaction M A , respectively, to find the corresponding internal virtual strain energy results. Equating these to the respective external virtual work in each case we can find and . A,15 A,MA CE474 – Structural Analysis II Equating external virtual work to internal virtual strain energy Now requiring the compatibility condition that net slope change at A should be zero, we can find M A . Now that we have found the moment distribution in the propped cantilever when it loaded by 15 kN downward force at midspan point B, we can now find vertical displacement at B, B . We will do so using virtual force approach –aside: this method is also known as “dummy load” method or “unit load” method. We will find B using three different “virtual systems”.
    [Show full text]
  • Virtual-Work-Based Optimization Design on Compliant Transmission Mechanism for Flapping-Wing Aerial Vehicles
    Virtual-work-based Optimization Design on Compliant Transmission Mechanism for Flapping-wing Aerial Vehicles Chao Zhang, Claudio Rossi Wei He Julian Colorado Abstract—This paper presents a method for analysing and the literature [4], [5]. However, additional springs not only optimizing the design of a compliant transmission mechanism bring unneeded payloads, but also do not reduce joint friction for a flapping-wing aerial vehicle. Its purpose is of minimizing energy losses [6]. Recently, piezoelectric or electromagnetic the peak input torque required from a driving motor. In order to maintain the stability of flight, minimizing the peak input torque actuators are also introduced to couple with the mechanism is necessary. To this purpose, first, a pseudo-rigid-body model for driving flapping wings toward resonance [4], [7]—[11]. was built and a kinematic analysis of the model was carried out. However, neither piezoelectric nor electromagnetic actuators Next, the aerodynamic torque generated by flapping wings was are suitable for systems with a higher desired payload due to calculated. Then, the input torque required to keep the flight their high power requirements and limits in displacement and of the vehicle was solved by using the principle of virtual work. The values of the primary attributes at compliant joints (i.e., forces [4]. the torsional stiffness of virtual spring and the initial neutral Compared to the above spring mechanisms and piezoelectric angular position) were optimized. By comparing to a full rigid- or electromagnetic actuators, compliant mechanisms seem to body mechanism, the compliant transmission mechanism with be more attractive solutions. Such mechanisms are multi­ well-optimized parameters can reduce the peak input torque up functional structures which combine functions of mechanical to 66.0%.
    [Show full text]
  • Virtual Work
    Rigid Body Kinetics :: Virtual Work Work-energy relation for an infinitesimal displacement: dU’ = dT + dV (dU’ :: total work done by all active forces) For interconnected systems, differential change in KE for the entire system: For each body: dsi̅ :: infinitesimal linear disp of the center of mass dθi :: infinitesimal angular disp of the body in the plane of motion ME101 - Division III Kaustubh Dasgupta 1 Rigid Body Kinetics :: Virtual Work Now, a̅ i ·ds̅ i is identical to (a̅ i )t ds̅ i αi :: angular accln θ̈i of the body (a̅ i )t :: component of a̅ i along tangent to the curve described by mass center of the body th Ri :: resultant force and couple acting on i body th MGi :: resultant couple acting on i body dθi :: dθi k Differential change in kinetic energy = Differential work done by the resultant forces and couples ME101 - Division III Kaustubh Dasgupta 2 Rigid Body Kinetics :: Virtual Work dU’ = dT + dV (dU’ :: total work done by all active forces) dV :: differential change in total Vg and Ve hi :: vertical distance of the center of mass mi above a convenient datum plane xi :: deformation of elastic member (spring of stiffness kj) of system (+ve for same dirn. of accn and disp) Direct relation between the accelerations and the active forces Virtual Work ME101 - Division III Kaustubh Dasgupta 3 Rigid Body Kinetics :: Virtual Work • Statics – Virtual work eqn • Kinetics • If a rigid body is in equilibrium • total virtual work of external forces acting on the body is zero for any virtual displacement of the body ME101 - Division
    [Show full text]
  • Chapter 11: Virtual Work Goals and Objectives  Introduce the Principle of Virtual Work
    Chapter 11: Virtual Work Goals and Objectives Introduce the principle of virtual work Show how it applies to determining the equilibrium configuration of a series of pin-connected members Definition of Work Work of a force A force does work when it undergoes a displacement in the direction of the line of action. The work 푑푈 produced by the force 푭 when it undergoes a differential displacement 푑풓 is given by Work of a couple moment Incremental Displacement Rigid body displacement of P = translation of A + rotation about A Translation of A Incremental Displacement Rigid body displacement of P = translation of A + rotation about A Rotation about A dϴ Incremental Displacement Rigid body displacement of P = translation of A + rotation about A Translation of A + Rotation about A dϴ dϴ Definition of Work Work of couple ∴ The couple forces do no work during the translation 푑풓퐴 Work due to rotation Virtual Displacements A virtual displacement is a conceptually possible displacement or rotation of all or part of a system of particles. The movement is assumed to be possible, but actually does not exist. A virtual displacement is a first-order differential quantity denoted by the symbol 훿 (for example, 훿r and 훿θ. Principle of Virtual Work The principle of virtual work states that if a body is in equilibrium, then the algebraic sum of the virtual work done by all the forces and couple moments acting on the body is zero for any virtual displacement of the body. Thus, 훿푈 = 0 훿푈 = Σ 푭 ∙ 훿풖 + Σ 푴 ∙ 훿휽 = 0 For 2D: 훿푈 = Σ 푭 ∙ 훿풖 + Σ 푀 훿휃 = 0 Procedure for Analysis 1.
    [Show full text]