Lecture L2 - Degrees of Freedom and Constraints, Rectilinear Motion



Similar documents
Lecture L6 - Intrinsic Coordinates

Lecture L22-2D Rigid Body Dynamics: Work and Energy

Lecture L14 - Variable Mass Systems: The Rocket Equation

Lecture L5 - Other Coordinate Systems

Mechanics 1: Conservation of Energy and Momentum

Chapter 4. Forces and Newton s Laws of Motion. continued

When the fluid velocity is zero, called the hydrostatic condition, the pressure variation is due only to the weight of the fluid.

Lecture L9 - Linear Impulse and Momentum. Collisions

Lecture L30-3D Rigid Body Dynamics: Tops and Gyroscopes

C B A T 3 T 2 T What is the magnitude of the force T 1? A) 37.5 N B) 75.0 N C) 113 N D) 157 N E) 192 N

Lecture L29-3D Rigid Body Dynamics

Physics Notes Class 11 CHAPTER 3 MOTION IN A STRAIGHT LINE

Ch 7 Kinetic Energy and Work. Question: 7 Problems: 3, 7, 11, 17, 23, 27, 35, 37, 41, 43

Determination of Acceleration due to Gravity

Ground Rules. PC1221 Fundamentals of Physics I. Kinematics. Position. Lectures 3 and 4 Motion in One Dimension. Dr Tay Seng Chuan

Physics 111: Lecture 4: Chapter 4 - Forces and Newton s Laws of Motion. Physics is about forces and how the world around us reacts to these forces.

PHY231 Section 2, Form A March 22, Which one of the following statements concerning kinetic energy is true?

Chapter 4: Newton s Laws: Explaining Motion

v v ax v a x a v a v = = = Since F = ma, it follows that a = F/m. The mass of the arrow is unchanged, and ( )

Newton s Laws. Physics 1425 lecture 6. Michael Fowler, UVa.

Newton s Laws. Newton s Imaginary Cannon. Michael Fowler Physics 142E Lec 6 Jan 22, 2009

Mathematical Modeling and Engineering Problem Solving

AP1 Oscillations. 1. Which of the following statements about a spring-block oscillator in simple harmonic motion about its equilibrium point is false?

XI / PHYSICS FLUIDS IN MOTION 11/PA

Displacement (x) Velocity (v) Acceleration (a) x = f(t) differentiate v = dx Acceleration Velocity (v) Displacement x

Two-Body System: Two Hanging Masses

Differential Relations for Fluid Flow. Acceleration field of a fluid. The differential equation of mass conservation

Review D: Potential Energy and the Conservation of Mechanical Energy

Curso Física Básica Experimental I Cuestiones Tema IV. Trabajo y energía.

Natural Convection. Buoyancy force

Physics 41 HW Set 1 Chapter 15

3.1 MAXIMUM, MINIMUM AND INFLECTION POINT & SKETCHING THE GRAPH. In Isaac Newton's day, one of the biggest problems was poor navigation at sea.

Chapter 6 Work and Energy

Lecture L17 - Orbit Transfers and Interplanetary Trajectories

CHAPTER 6 WORK AND ENERGY

PHY231 Section 1, Form B March 22, 2012

Experiment 2 Free Fall and Projectile Motion

D Alembert s principle and applications

Lecture 6. Weight. Tension. Normal Force. Static Friction. Cutnell+Johnson: , second half of section 4.7

Conceptual Questions: Forces and Newton s Laws

Prelab Exercises: Hooke's Law and the Behavior of Springs

Forces. When an object is pushed or pulled, we say that a force is exerted on it.

Fric-3. force F k and the equation (4.2) may be used. The sense of F k is opposite

Forces. Definition Friction Falling Objects Projectiles Newton s Laws of Motion Momentum Universal Forces Fluid Pressure Hydraulics Buoyancy

226 Chapter 15: OSCILLATIONS

Physics 2A, Sec B00: Mechanics -- Winter 2011 Instructor: B. Grinstein Final Exam

AP Physics C. Oscillations/SHM Review Packet

WORK DONE BY A CONSTANT FORCE

Lecture L3 - Vectors, Matrices and Coordinate Transformations

Fluid Mechanics: Static s Kinematics Dynamics Fluid

ACCELERATION DUE TO GRAVITY

TEACHER ANSWER KEY November 12, Phys - Vectors

PHYS 211 FINAL FALL 2004 Form A

Rotation: Moment of Inertia and Torque

Fluid Mechanics Prof. S. K. Som Department of Mechanical Engineering Indian Institute of Technology, Kharagpur

Practice Test SHM with Answers

Physics 11 Assignment KEY Dynamics Chapters 4 & 5

Force on Moving Charges in a Magnetic Field

FRICTION, WORK, AND THE INCLINED PLANE

Structural Axial, Shear and Bending Moments

Name: Partners: Period: Coaster Option: 1. In the space below, make a sketch of your roller coaster.

STATICS. Introduction VECTOR MECHANICS FOR ENGINEERS: Eighth Edition CHAPTER. Ferdinand P. Beer E. Russell Johnston, Jr.

The Viscosity of Fluids

3600 s 1 h. 24 h 1 day. 1 day

Physics: Principles and Applications, 6e Giancoli Chapter 4 Dynamics: Newton's Laws of Motion

Sample Questions for the AP Physics 1 Exam

Acceleration due to Gravity

2008 FXA DERIVING THE EQUATIONS OF MOTION 1. Candidates should be able to :

Physics 1A Lecture 10C

Catapult Engineering Pilot Workshop. LA Tech STEP

Lesson 11. Luis Anchordoqui. Physics 168. Tuesday, December 8, 15

At the skate park on the ramp

Fluids and Solids: Fundamentals

APPLIED MATHEMATICS ADVANCED LEVEL

Spring Simple Harmonic Oscillator. Spring constant. Potential Energy stored in a Spring. Understanding oscillations. Understanding oscillations

Newton s Law of Motion

Lecture 07: Work and Kinetic Energy. Physics 2210 Fall Semester 2014

A Determination of g, the Acceleration Due to Gravity, from Newton's Laws of Motion

Problem Set #8 Solutions

Chapter 5 Using Newton s Laws: Friction, Circular Motion, Drag Forces. Copyright 2009 Pearson Education, Inc.

If you put the same book on a tilted surface the normal force will be less. The magnitude of the normal force will equal: N = W cos θ

State Newton's second law of motion for a particle, defining carefully each term used.

PHYS 101 Lecture 10 - Work and kinetic energy 10-1

1 of 7 9/5/2009 6:12 PM

Chapter 18 Static Equilibrium

Conceptual: 1, 3, 5, 6, 8, 16, 18, 19. Problems: 4, 6, 8, 11, 16, 20, 23, 27, 34, 41, 45, 56, 60, 65. Conceptual Questions

2 ONE- DIMENSIONAL MOTION

General Physics Lab: Atwood s Machine

Physics 9e/Cutnell. correlated to the. College Board AP Physics 1 Course Objectives

KINEMATICS OF PARTICLES RELATIVE MOTION WITH RESPECT TO TRANSLATING AXES

PHYSICS 111 HOMEWORK SOLUTION, week 4, chapter 5, sec 1-7. February 13, 2013

Physics: Principles and Applications, 6e Giancoli Chapter 2 Describing Motion: Kinematics in One Dimension

Vector has a magnitude and a direction. Scalar has a magnitude

The Viscosity of Fluids

G U I D E T O A P P L I E D O R B I T A L M E C H A N I C S F O R K E R B A L S P A C E P R O G R A M

Lecture 16. Newton s Second Law for Rotation. Moment of Inertia. Angular momentum. Cutnell+Johnson: 9.4, 9.6

Problem Set 1. Ans: a = 1.74 m/s 2, t = 4.80 s

AP Physics Applying Forces

Freely Falling Objects

Weight The weight of an object is defined as the gravitational force acting on the object. Unit: Newton (N)

Transcription:

S. Widnall 6.07 Dynamics Fall 009 Version.0 Lecture L - Degrees of Freedom and Constraints, Rectilinear Motion Degrees of Freedom Degrees of freedom refers to the number of independent spatial coordinates that must be specified to determine the position of a body. If the body is a point mass, only three coordinates are required to determine its position. On the other hand, if the body is extended, such as an aircraft, three position coordinates and three angular coordinates are required to completely specify its position and orientation in space. Kinematic Constraints In many situations the number of independent coordinates will be reduced below this number, either because the number of spacial dimensions is reduced or because there are relationships specified among the spatial coordinates. When setting up problems for solution it is useful to think of these relationships as constraints. For example, if a point mass is constrained to move in a plane (two dimensions) the number of spatial coordinates necessary to describe its motion is two. If instead of being a point mass, this body has extended dimensions, such as a flat plate confined to a plane, it requires three coordinates to specify its position and orientation: two position coordinates and one angular coordinate.

If a particle is confined to move on a curve in either two or three dimensions, such as a bead moving on a wire, the number of independent coordinates necessary to describe its motion is one. Another source of constraints on the motion of particles is connections between them. For example, the two particle connected by a cable passing over a pulley are constrained to move in equal and opposite directions. More complex arrangements are possible and can be analyzed using these ideas. Two gears in contact are constrain to move together according to their individual geometry. A cylinder rolling on a plane is constrained in two ways. Contact with the plane reduces the two-dimensional motion to one spatial coordinate along the plane, and the constraint of rolling provides a relationship between the angular coordinates and the spatial position, resulting in a single degree of freedom system.

Internal Force-Balance Constraints Another type of constraint occurs when we consider the of a system of particles and the necessary force balance that occurs between the parts. These constraints follow directly from Newton s third law: the force of action and reaction between two bodies are equal in magnitude and opposite in direction. We will pursue these ideas in greater depth later in the course. For now, we will give a simple example to illustrate the principle. Consider the systems shown in a) and b). System a) consists of two masses m in contact resting on a frictionless plane in the presence of gravity. A force F is applied to mass, and it is obvious that the two masses will accelerate at a = F/(m). If we look at the two masses separately, we can determine what internal force must exist between them to cause the motion. It is clear that each mass feels a net force of F/, since its acceleration is a = F/(m). This net force arises because between the two masses there is an equal and opposite force F/ acting across the interface. Another way to look at this is that the interface between the bodies is a body of zero mass, and therefore can have no net force acting upon it otherwise its acceleration would be infinite. System b) is a bit more complex, primarily because the forces between one mass and the mass above it are shear forces and must be supplied by friction. Assuming that the friction coefficient is large enough to accelerate the three masses an equal amount given by a = F/(3m), by the reasoning we have discussed, the force balance is as sketched in b): equal and opposite normal forces F /3 on the vertical surfaces, and equal and opposite shear forces F /3 on the horizontal surfaces. Rectilinear Motion In many case we can get an exact expression for the position of a particle as a function of time. We start by considering the simple motion of a particle along a straight line. The position of particle A at any instant can be specified by the coordinate s with origin at some fixed point O. 3

The instantaneous velocity is ds v = = v. () dt We will be using the dot notation, to indicate time derivative, e.g. ( ) d/dt. Here, a positive v means that the particle is moving in the direction of increasing s, whereas a negative v, indicates that the particle is moving in the opposite direction. The acceleration is dv d s a = = v = = s. () dt dt The above expression allows us to calculate the speed and the acceleration if s and/or v are given as a function of t, i.e. s(t) and v(t). In most cases however, we will know the acceleration and then, the velocity and the position will have to be determined from the above expressions by integration. Determining the velocity from the acceleration From a(t) If the acceleration is given as a function of t, a(t), then the velocity can be determined by simple integration of equation (), t v(t) = v 0 + a(t) dt. (3) t 0 Here, v 0 is the velocity at time t 0, which is determined by the initial conditions. From a(v) If the acceleration is given as a function of velocity a(v), then, we can still use equation (), but in this case we will solve for the time as a function of velocity, v dv t(v) = t 0 +. (4) a(v) Once the relationship t(v) has been obtained, we can, in principle, solve for the velocity to obtain v(t). A typical example in which the acceleration is known as a function of velocity is when aerodynamic drag forces are present. Drag forces cause an acceleration which opposes the motion and is typically of the form a(v) v (the sign means proportional to, that is, a(v) = κv for some κ, which is not a function of velocity). v 0 From a(s) When the acceleration is given as a function of s then, we need to use a combination of equations () and (), to solve the problem. From dv dv ds dv a = dt = ds dt = v ds (5) 4

we can write a ds = v dv. (6) This equation can now be used to determine v as a function of s, v (s) = v 0 + where, v 0, is the velocity of the particle at point s 0. Here, we have used the fact that, v v v dv = d( v ) = v v 0. v 0 v 0 s s 0 a(s) ds. (7) A classical example of an acceleration dependent on the spatial coordinate s, is that induced by a deformed linear spring. In this case, the acceleration is of the form a(s) s. Of course, when the acceleration is constant, any of the above expressions (3, 4, 7), can be employed. In this case we obtain, v = v 0 + a(t t 0 ), or v = v 0 + a(s s 0 ). If a = g, this reduces to the familiar v = v 0 + g(t t 0 ), or v = v 0 + g(s s 0 ). Determining the position from the velocity Once we know the velocity, the position can be found by integrating ds = vdt from equation (). Thus, when the velocity is known as a function of time we have, t s = s 0 + v(t) dt. (8) t 0 If the velocity is known as a function of position, then s ds t = t 0 + v(s). (9) Here, s 0 is the position at time t 0. s 0 It is worth pointing out that equation (6), can also be used to derive an expression for v(s), given a(v), s v v s s 0 = ds = dv. (0) a(v) s 0 v 0 This equation can be used whenever equation (4) is applicable and gives v(s) instead of t(v). For the case of constant acceleration, either of equations (8, 9), can be used to obtain, s = s 0 + v 0 (t t 0 ) + a(t t 0 ). 5

In many practical situations, it may not be possible to carry out the above integrations analytically in which case, numerical integration is required. Usually, numerical integration will also be required when either the velocity or the acceleration depend on more than one variable, i.e. v(s, t), or, a(s, v). Example Reentry, Ballistic Coefficient, Terminal Velocity Terminal Velocity Terminal velocity occurs when the acceleration becomes zero and the velocity Consider an air-dropped payload starting from rest. The force on the body is a combination of gravity and air drag and has the form F = mg ρv C D A () Applying Newton s law and solving for the acceleration a we obtain a = g ρv C D A m () m The quantity CD A characterizes the combined effect of body shape and mass on the acceleration; it is an m important parameter in the study of reentry; it is called the Ballistic Coefficient. It is defined as β = CD A. Unlike many coefficients that appear in aerospace problems, the Ballistic Coefficient is not non-dimensional, but has units of mass/length or kg/meters in mks units. Also, in some applications, the ballistic coefficient is defined as the inverse, B = C D A m, so it pays to be careful in its application. Equation 3 then becomes a = g ρv /β (3) Terminal velocity occurs when the force of gravity equals the drag on the object resulting in zero acceleration. This balance gives the terminal velocity as gm v terminal = C D Aρ = gβ ρ For the Earth, atmospheric density at sea level is ρ =.5kg/m 3 ; we shall deal with the variation of atmospheric density with altitude when we consider atmospheric reentry of space vehicles. Typical value of β range from β = (Assuming C D =.5, a tennis ball has β = 35.) to β = 000 for a reentry vehicle. As an example, consider a typical case of β = 5, where the various parameters then give the following expression for the acceleration a = g 0.0075v m/s. Here g = 9.8m/s, is the acceleration due to gravity and v is the downward velocity. It is clear from this expression that initially the acceleration will be g. Therefore, the velocity will start to increase and keep on increasing until a = 0, at which point the velocity will stay constant. The terminal velocity is then given by, 0 = g 0.0075 v or v f = 60m/s. f (4) 6

To determine the velocity as a function of time, the acceleration can be re-written introducing the terminal velocity as, a = g( (v/v f ) ). We then use expression (4), and write v v dv / / v f v f + v t = = ( + )d v = ln. g 0 (v/v f ) g 0 + (v/v f ) (v/v f ) g v f v Solving for v we obtain, v = v f e gt/v f gt/v f m/s. e + We can easily verify that for large t, v = v f. We can also find out how long does it take for the payload to reach, say, 95% of the terminal velocity, v f.95 t = ln =.s. g 0.05 To obtain an expression for the velocity as a function of the traveled distance we can use expression (0) and write Solving for v we obtain v f v dv v s = g (v/vf ) = g ln( (v/v f ) ). 0 v = v f e gs/v f m/s. We see that for, say, v = 0.95v f, s = 47.57m. This is the distance traveled by the payload in.s, which can be compared with the distance that would be traveled in the same time if we were to neglect air resistance, s no drag = gt / = 65.75m. Example Spring-mass system Here, we consider a mass allowed to move without friction on a horizontal slider and subject to the force exerted by a linear spring. Initially the system is in equilibrium (no force on the spring) at s = 0. Suddenly, the mass is given a velocity v 0 and then the system is left free to oscillate. We know that the effect of the spring is to cause an acceleration to the body, opposing the motion, of the form a = κs, where κ > 0 is a constant. Using equation (7), we have v = v 0 κs. The displacement can now be obtained using expression (9), s ds κs t = = arcsin, 0 v 0 κs κ v0 7

which gives, s = v 0 κ sin κt. Finally, the velocity as a function of time is simply, v = v 0 cos κt. We recognize this motion as that of an undamped harmonic oscillator. References [] R. Dugas, A History of Mechanics, Dover, 988. ADDITIONAL READING J.L. Meriam and L.G. Kraige, Engineering Mechanics, DYNAMICS, 5th Edition /, /, /3, /4, /5 (Effect or Altitude only), /6, /7, 3/ 8

MIT OpenCourseWare http://ocw.mit.edu 6.07 Dynamics Fall 009 For information about citing these materials or our Terms of Use, visit: http://ocw.mit.edu/terms.