Dynamics - Chapter 17 [Beer7]

50
VECTOR MECHANICS FOR ENGINEERS: DYNAMICS Seventh Edition Ferdinand P. Beer E. Russell Johnston, Jr. Lecture Notes: J. Walt Oler Texas Tech University CHAPTER © 2003 The McGraw-Hill Companies, Inc. All rights reserved 1 7 Plane Motion of Rigid Bodies: Energy and Momentum Methods

Transcript of Dynamics - Chapter 17 [Beer7]

Page 1: Dynamics - Chapter 17 [Beer7]

VECTOR MECHANICS FOR ENGINEERS: DYNAMICS

Seventh Edition

Ferdinand P. Beer

E. Russell Johnston, Jr.

Lecture Notes:

J. Walt Oler

Texas Tech University

CHAPTER

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

17Plane Motion of Rigid Bodies:

Energy and Momentum Methods

Page 2: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 2

Contents

Introduction

Principle of Work and Energy for a Rigid Body

Work of Forces Acting on a Rigid Body

Kinetic Energy of a Rigid Body in Plane Motion

Systems of Rigid Bodies

Conservation of Energy

Power

Sample Problem 17.1

Sample Problem 17.2

Sample Problem 17.3

Sample Problem 17.4

Sample Problem 17.5

Principle of Impulse and Momentum

Systems of Rigid Bodies

Conservation of Angular Momentum

Sample Problem 17.6

Sample Problem 17.7

Sample Problem 17.8

Eccentric Impact

Sample Problem 17.9

Sample Problem 17.10

Sample Problem 17.11

Page 3: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 3

Introduction• Method of work and energy and the method of impulse and

momentum will be used to analyze the plane motion of rigid bodies and systems of rigid bodies.

• Principle of work and energy is well suited to the solution of problems involving displacements and velocities.

2211 TUT

• Principle of impulse and momentum is appropriate for problems involving velocities and time.

2121

2

1

2

1

O

t

tOO

t

t

HdtMHLdtFL

• Problems involving eccentric impact are solved by supplementing the principle of impulse and momentum with the application of the coefficient of restitution.

Page 4: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 4

Principle of Work and Energy for a Rigid Body• Method of work and energy is well adapted to

problems involving velocities and displacements. Main advantage is that the work and kinetic energy are scalar quantities.

• Assume that the rigid body is made of a large number of particles.

2211 TUT

21, TT

21U

initial and final total kinetic energy of particles forming body

total work of internal and external forces acting on particles of body.

• Internal forces between particles A and B are equal and opposite.

• Therefore, the net work of internal forces is zero.

• In general, small displacements of the particles A and B are not equal but the components of the displacements along AB are equal.

Page 5: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 5

Work of Forces Acting on a Rigid Body• Work of a force during a displacement of its

point of application,

2

1

2

1

cos21

s

s

A

A

dsFrdFU

• Consider the net work of two forces forming a couple of moment during a displacement of their points of application.

FF

and M

dM

dFrdsF

rdFrdFrdFdU

2

211

12

21

2

1

M

dMU

if M is constant.

Page 6: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 6

Work of Forces Acting on a Rigid Body

Forces acting on rigid bodies which do no work:

• Forces applied to fixed points:- reactions at a frictionless pin when the supported body

rotates about the pin.

• Forces acting in a direction perpendicular to the displacement of their point of application:- reaction at a frictionless surface to a body moving along

the surface- weight of a body when its center of gravity moves

horizontally

• Friction force at the point of contact of a body rolling without sliding on a fixed surface.

0 dtvFdsFdU cC

Page 7: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 7

Kinetic Energy of a Rigid Body in Plane Motion• Consider a rigid body of mass m in plane motion.

2

212

21

22212

21

2212

21

Δ

Δ

Ivm

mrvm

vmvmT

ii

ii

• Kinetic energy of a rigid body can be separated into:- the kinetic energy associated with the motion of

the mass center G and - the kinetic energy associated with the rotation of

the body about G.

• Consider a rigid body rotating about a fixed axis through O.

2

21

22212

212

21 ΔΔΔ

O

iiiiii

I

mrrmvmT

Page 8: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 8

Systems of Rigid Bodies• For problems involving systems consisting of several rigid bodies, the

principle of work and energy can be applied to each body.

• We may also apply the principle of work and energy to the entire system,

2211 TUT = arithmetic sum of the kinetic energies of all bodies forming the system

= work of all forces acting on the various bodies, whether these forces are internal or external to the system as a whole.

21,TT

21U

• For problems involving pin connected members, blocks and pulleys connected by inextensible cords, and meshed gears,- internal forces occur in pairs of equal and opposite forces- points of application of each pair move through equal distances- net work of the internal forces is zero- work on the system reduces to the work of the external forces

Page 9: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 9

Conservation of Energy• Expressing the work of conservative forces as a

change in potential energy, the principle of work and energy becomes

2211 VTVT

sin3

sin2

1

32

10 2

22211

l

g

mglml

VTVT

0,0 11 VT

22

22121

212

21

21

222

1222

12

32

1

mlmllm

IvmT

sinsin21

21

2 mglWlV

• Consider the slender rod of mass m.

• mass m• released with zero velocity• determine at

Page 10: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 10

Power

• Power = rate at which work is done

• For a body acted upon by force and moving with velocity ,F

v

vFdt

dU Power

• For a rigid body rotating with an angular velocity and acted upon by a couple of moment parallel to the axis of rotation,

M

M

dt

dM

dt

dU Power

Page 11: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 11

Sample Problem 17.1

For the drum and flywheel, The bearing friction is equivalent to a couple of At the instant shown, the block is moving downward at 6 ft/s.

.sftlb5.10 2I

ft.lb60

Determine the velocity of the block after it has moved 4 ft downward.

SOLUTION:

• Consider the system of the flywheel and block. The work done by the internal forces exerted by the cable cancels.

• Apply the principle of work and kinetic energy to develop an expression for the final velocity.

• Note that the velocity of the block and the angular velocity of the drum and flywheel are related by

rv

Page 12: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 12

Sample Problem 17.1SOLUTION:• Consider the system of the flywheel and block. The work

done by the internal forces exerted by the cable cancels.

• Note that the velocity of the block and the angular velocity of the drum and flywheel are related by

1.25srad80.4

ft1.25

sft6 222

11

v

r

v

r

vrv

• Apply the principle of work and kinetic energy to develop an expression for the final velocity.

lbft255

srad80.4sftlb5.102

1sft6

sft32.2

lb240

2

1 222

212

1212

11

ImvT

22

222

2

222

1222

12

09.725.1

5.102

1

2.32

240

2

1v

vv

IvmT

Page 13: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 13

Sample Problem 17.1

lbft255212

1212

11 ImvT

22

222

1222

12 09.7 vIvmT

• Note that the block displacement and pulley rotation are related by

rad20.3ft25.1

ft422

r

s

• Principle of work and energy:

sft01.12

7.09lbft768lbft255

2

22

2211

v

v

TUT

sft01.122 v

lbft768

rad20.3ftlb60ft4lb240121221

MssWUThen,

Page 14: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 14

Sample Problem 17.2

mm80kg3

mm200kg10

BB

AA

km

km

The system is at rest when a moment of is applied to gear B.

Neglecting friction, a) determine the number of revolutions of gear B before its angular velocity reaches 600 rpm, and b) tangential force exerted by gear B on gear A.

mN6 M

SOLUTION:

• Consider a system consisting of the two gears. Noting that the gear rotational speeds are related, evaluate the final kinetic energy of the system.

• Apply the principle of work and energy. Calculate the number of revolutions required for the work of the applied moment to equal the final kinetic energy of the system.

• Apply the principle of work and energy to a system consisting of gear A. With the final kinetic energy and number of revolutions known, calculate the moment and tangential force required for the indicated work.

Page 15: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 15

Sample Problem 17.2SOLUTION:• Consider a system consisting of the two gears. Noting

that the gear rotational speeds are related, evaluate the final kinetic energy of the system.

srad1.25250.0

100.08.62

srad8.62mins60

revrad2rpm600

A

BBA

B

r

r

222

222

mkg0192.0m080.0kg3

mkg400.0m200.0kg10

BBB

AAA

kmI

kmI

J9.163

8.620192.01.25400.0 2212

21

2212

21

2

BBAA IIT

Page 16: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 16

Sample Problem 17.2• Apply the principle of work and energy. Calculate

the number of revolutions required for the work.

rad32.27

163.9JJ602211

B

B

TUT

rev35.42

32.27

B

• Apply the principle of work and energy to a system consisting of gear A. Calculate the moment and tangential force required for the indicated work.

J0.1261.25400.0 2212

21

2 AAIT

mN52.11

J0.261rad10.9302211

FrM

M

TUT

AA

A

rad93.10250.0

100.032.27

A

BBA r

r

N2.46250.0

52.11F

Page 17: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 17

Sample Problem 17.3

A sphere, cylinder, and hoop, each having the same mass and radius, are released from rest on an incline. Determine the velocity of each body after it has rolled through a distance corresponding to a change of elevation h.

SOLUTION:

• The work done by the weight of the bodies is the same. From the principle of work and energy, it follows that each body will have the same kinetic energy after the change of elevation.

• Because each of the bodies has a different centroidal moment of inertia, the distribution of the total kinetic energy between the linear and rotational components will be different as well.

Page 18: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 18

Sample Problem 17.3SOLUTION:• The work done by the weight of the bodies is the

same. From the principle of work and energy, it follows that each body will have the same kinetic energy after the change of elevation.

r

vWith

222

1

2

212

212

212

21

2

vr

Im

r

vIvmIvmT

222

222

1

2211

1

22

0

mrI

gh

rIm

Whv

vr

ImWh

TUT

Page 19: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 19

Sample Problem 17.3

22

1

2

mrI

ghv

ghvmrIHoop

ghvmrICylinder

ghvmrISphere

2707.0:

2816.0:

2845.0:

2

221

252

• Because each of the bodies has a different centroidal moment of inertia, the distribution of the total kinetic energy between the linear and rotational components will be different as well.

• The velocity of the body is independent of its mass and radius.

NOTE:• For a frictionless block sliding through the same

distance, ghv 2,0

• The velocity of the body does depend on

22

2 rk

mrI

Page 20: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 20

Sample Problem 17.4

A 30-lb slender rod pivots about the point O. The other end is pressed against a spring (k = 1800 lb/in) until the spring is compressed one inch and the rod is in a horizontal position.

If the rod is released from this position, determine its angular velocity and the reaction at the pivot as the rod passes through a vertical position.

SOLUTION:

• The weight and spring forces are conservative. The principle of work and energy can be expressed as

2211 VTVT

• Evaluate the initial and final potential energy.

• Express the final kinetic energy in terms of the final angular velocity of the rod.

• Based on the free-body-diagram equation, solve for the reactions at the pivot.

Page 21: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 21

Sample Problem 17.4SOLUTION:• The weight and spring forces are conservative. The

principle of work and energy can be expressed as

2211 VTVT

• Evaluate the initial and final potential energy.

lbft75lbin900

in.1in.lb18000 2212

121

1

kxVVV eg

lbft45

ft1.5lb3002

WhVVV eg

• Express the final kinetic energy in terms of the angular velocity of the rod.

2

22

2121

sftlb941.1

ft5sft32.2

lb30

12

1

mlI

22

222

122

222

1222

1222

1222

12

019.2941.15.12.32

30

2

1

IrmIvmT

Page 22: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 22

Sample Problem 17.4

srad86.32 lbft452.019lbft750 22

2211

VTVT

From the principle of work and energy,

• Based on the free-body-diagram equation, solve for the reactions at the pivot.

ra

ra

t

n

222

2 sft3.22srad86.3ft5.1

ra

a

t

n

2sft3.22

effOO MM rrmI 0 0 effxx FF rmRx 0xR

effyy FF

lb22.9

sft3.22sft32.2

lb30

lb30

22

y

ny

R

maR

22.9R

Page 23: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 23

Sample Problem 17.5

Each of the two slender rods has a mass of 6 kg. The system is released from rest with = 60o.

Determine a) the angular velocity of rod AB when = 20o, and b) the velocity of the point D at the same instant.

SOLUTION:

• Consider a system consisting of the two rods. With the conservative weight force,

2211 VTVT

• Express the final kinetic energy of the system in terms of the angular velocities of the rods.

• Evaluate the initial and final potential energy.

• Solve the energy equation for the angular velocity, then evaluate the velocity of the point D.

Page 24: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 24

Sample Problem 17.5

• Evaluate the initial and final potential energy.

J26.38

m325.0N86.5822 11

WyV

J10.15

m1283.0N86.5822 22

WyV

SOLUTION:• Consider a system consisting of the two rods. With

the conservative weight force,

2211 VTVT

N86.58

sm81.9kg6 2

mgW

Page 25: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 25

Sample Problem 17.5

Since is perpendicular to AB and is horizontal, the instantaneous center of rotation for rod BD is C.

m75.0BC m513.020sinm75.02 CD

and applying the law of cosines to CDE, EC = 0.522 m

Bv

Dv

• Express the final kinetic energy of the system in terms of the angular velocities of the rods.

m375.0ABv

ABB BCABv BD

Consider the velocity of point B

m522.0BDv

221212

121 mkg281.0m75.0kg6 mlII BDAB

For the final kinetic energy,

2

2212

1212

212

121

2212

1212

212

121

2

520.1

281.0522.06281.0375.06

BDBDBDABABAB IvmIvmT

Page 26: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 26

Sample Problem 17.5

srad3.90

J10.151.520J26.380 2

2211

VTVT

• Solve the energy equation for the angular velocity, then evaluate the velocity of the point D.

srad90.3AB

sm00.2

srad90.3m513.0

CDvD

sm00.2Dv

Page 27: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 27

Principle of Impulse and Momentum• Method of impulse and momentum:

- well suited to the solution of problems involving time and velocity - the only practicable method for problems involving impulsive

motion and impact.

Sys Momenta1 + Sys Ext Imp1-2 = Sys Momenta2

Page 28: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 28

Principle of Impulse and Momentum

vmmvL ii

Δ

• The momenta of the particles of a system may be reduced to a vector attached to the mass center equal to their sum,

iiiG mvrH Δ

and a couple equal to the sum of their moments about the mass center,

IHG

• For the plane motion of a rigid slab or of a rigid body symmetrical with respect to the reference plane,

Page 29: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 29

Principle of Impulse and Momentum• Principle of impulse and momentum for the plane motion of a rigid slab

or of a rigid body symmetrical with respect to the reference plane expressed as a free-body-diagram equation,

• Leads to three equations of motion: - summing and equating momenta and impulses in the x and y

directions- summing and equating the moments of the momenta and impulses

with respect to any given point

Page 30: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 30

Principle of Impulse and Momentum

• Noncentroidal rotation:

- The angular momentum about O

2rmI

rrmI

rvmIIO

- Equating the moments of the momenta and impulses about O,

21

2

1

O

t

tOO IdtMI

Page 31: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 31

Systems of Rigid Bodies

• Motion of several rigid bodies can be analyzed by applying the principle of impulse and momentum to each body separately.

• For problems involving no more than three unknowns, it may be convenient to apply the principle of impulse and momentum to the system as a whole.

• For each moving part of the system, the diagrams of momenta should include a momentum vector and/or a momentum couple.

• Internal forces occur in equal and opposite pairs of vectors and do not generate nonzero net impulses.

Page 32: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 32

Conservation of Angular Momentum

• When the sum of the angular impulses pass through O, the linear momentum may not be conserved, yet the angular momentum about O is conserved,

2010 HH

• Two additional equations may be written by summing x and y components of momenta and may be used to determine two unknown linear impulses, such as the impulses of the reaction components at a fixed point.

• When no external force acts on a rigid body or a system of rigid bodies, the system of momenta at t1 is equipollent to the system at t2. The total linear momentum and angular momentum about any point are conserved,

2010 HH 21 LL

Page 33: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 33

Sample Problem 17.6

The system is at rest when a moment of is applied to gear B.

Neglecting friction, a) determine the time required for gear B to reach an angular velocity of 600 rpm, and b) the tangential force exerted by gear B on gear A.

mN6 M

mm80kg3

mm200kg10

BB

AA

km

km

SOLUTION:

• Considering each gear separately, apply the method of impulse and momentum.

• Solve the angular momentum equations for the two gears simultaneously for the unknown time and tangential force.

Page 34: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 34

Sample Problem 17.6SOLUTION:• Considering each gear separately, apply the method of impulse

and momentum.

sN2.40

srad1.25mkg400.0m250.0

0 2

Ft

Ft

IFtr AAA

moments about A:

moments about B:

srad8.62mkg0192.0

m100.0mN6

0

2

2

Ftt

IFtrMt BBB

• Solve the angular momentum equations for the two gears simultaneously for the unknown time and tangential force.

N 46.2s 871.0 Ft

Page 35: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 35

Sample Problem 17.7

Uniform sphere of mass m and radius r is projected along a rough horizontal surface with a linear velocity and no angular velocity. The coefficient of kinetic friction is

Determine a) the time t2 at which the sphere will start rolling without sliding and b) the linear and angular velocities of the sphere at time t2.

.k

1v

SOLUTION:

• Apply principle of impulse and momentum to find variation of linear and angular velocities with time.

• Relate the linear and angular velocities when the sphere stops sliding by noting that the velocity of the point of contact is zero at that instant.

• Substitute for the linear and angular velocities and solve for the time at which sliding stops.

• Evaluate the linear and angular velocities at that instant.

Page 36: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 36

Sample Problem 17.7SOLUTION:

• Apply principle of impulse and momentum to find variation of linear and angular velocities with time.

0 WtNt

y components:

x components:

21

21

vmmgtvm

vmFtvm

k

gtvv k 12

mgWN

moments about G:

22

52

2

mrtrmg

IFtr

k

tr

gk2

52

Sys Momenta1 + Sys Ext Imp1-2 = Sys Momenta2

• Relate linear and angular velocities when sphere stops sliding by noting that velocity of point of contact is zero at that instant.

tr

grgtv

rv

kk

2

51

22

• Substitute for the linear and angular velocities and solve for the time at which sliding stops.

g

vt

k1

7

2

Page 37: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 37

Sample Problem 17.7

x components: gtvv k 12

y components: mgWN

moments about G: tr

gk2

52

Sys Momenta1 + Sys Ext Imp1-2 = Sys Momenta2

tr

grgtv

rv

kk

2

51

22

g

vt

k1

7

2

• Evaluate the linear and angular velocities at that instant.

g

vgvv

kk

112 7

2

g

v

r

g

k

k

1

2 7

2

2

5

12 7

5vv

r

v12 7

5

Page 38: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 38

Sample Problem 17.8

Two solid spheres (radius = 3 in., W = 2 lb) are mounted on a spinning horizontal rod (

= 6 rad/sec) as shown. The balls are held together by a string which is suddenly cut. Determine a) angular velocity of the rod after the balls have moved to A’ and B’, and b) the energy lost due to the plastic impact of the spheres and stops.

,sftlb 0.25 2RI

SOLUTION:

• Observing that none of the external forces produce a moment about the y axis, the angular momentum is conserved.

• Equate the initial and final angular momenta. Solve for the final angular velocity.

• The energy lost due to the plastic impact is equal to the change in kinetic energy of the system.

Page 39: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 39

Sample Problem 17.8

Sys Momenta1 + Sys Ext Imp1-2 = Sys Momenta2

2222211111 22 RSsRSs IIrrmIIrrm

SOLUTION:

• Observing that none of the external forces produce a moment about the y axis, the angular momentum is conserved.

• Equate the initial and final angular momenta. Solve for the final angular velocity.

22

2522

52 sftlb00155.0ft

12

2

sft32.2

lb2

maIS

2696.012

25

2.32

20108.0

12

5

2.32

2 22

2

22

1

rmrm SS

RSs

RSs

IIrm

IIrm

2

2

21

12

srad61 2sftlb 25.0 RI

srad08.22

Page 40: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 40

Sample Problem 17.8

• The energy lost due to the plastic impact is equal to the change in kinetic energy of the system.

2sftlb00155.0 SI

221 sftlb0108.0 rmS

srad61 2sftlb 25.0 RI

srad08.22

222 sftlb2696.0 rmS

22212

212

212

21 222 RSSRSS IIrmIIvmT

95.471.1

lbft71.108.2792.0

lbft95.46275.0

12

221

2

221

1

TTΔT

T

T

lbft 24.3 T

Page 41: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 41

Eccentric Impact

Period of deformation Period of restitution

dtRImpulse

dtPImpulse

nBnA uu

• Principle of impulse and momentum is supplemented by

nBnA

nAnB

vv

vv

dtP

dtRnrestitutiooftcoefficiene

Page 42: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 42

Sample Problem 17.9

A 0.05-lb bullet is fired into the side of a 20-lb square panel which is initially at rest.

Determine a) the angular velocity of the panel immediately after the bullet becomes embedded and b) the impulsive reaction at A, assuming that the bullet becomes embedded in 0.0006 s.

SOLUTION:

• Consider a system consisting of the bullet and panel. Apply the principle of impulse and momentum.

• The final angular velocity is found from the moments of the momenta and impulses about A.

• The reaction at A is found from the horizontal and vertical momenta and impulses.

Page 43: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 43

Sample Problem 17.9SOLUTION:

• Consider a system consisting of the bullet and panel. Apply the principle of impulse and momentum.

• The final angular velocity is found from the moments of the momenta and impulses about A.

moments about A:

2129

21214 ft0ft PPBB Ivmvm

2129

2 ft v 22

261 sftlb2329.0

12

18

2.32

20

6

1

bmI PP

2129

2129

1214 2329.0

2.32

201500

2.32

05.0

sft50.3

srad67.4

2129

2

2

v

srad67.42

Page 44: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 44

Sample Problem 17.9

sft50.3srad67.4 2129

22 v

• The reactions at A are found from the horizontal and vertical momenta and impulses.

x components:

50.32.32

200006.01500

2.32

05.0

2

x

pxBB

A

vmtAvm

lb259xA lb259xA

y components:

00 tAy 0yA

Page 45: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 45

Sample Problem 17.10

A 2-kg sphere with an initial velocity of 5 m/s strikes the lower end of an 8-kg rod AB. The rod is hinged at A and initially at rest. The coefficient of restitution between the rod and sphere is 0.8.

Determine the angular velocity of the rod and the velocity of the sphere immediately after impact.

SOLUTION:

• Consider the sphere and rod as a single system. Apply the principle of impulse and momentum.

• The moments about A of the momenta and impulses provide a relation between the final angular velocity of the rod and velocity of the sphere.

• The definition of the coefficient of restitution provides a second relationship between the final angular velocity of the rod and velocity of the sphere.

• Solve the two relations simultaneously for the angular velocity of the rod and velocity of the sphere.

Page 46: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 46

Sample Problem 17.10SOLUTION:

• Consider the sphere and rod as a single system. Apply the principle of impulse and momentum.

• The moments about A of the momenta and impulses provide a relation between the final angular velocity of the rod and velocity of the rod.

moments about A:

Ivmvmvm RRssss m6.0m2.1m2.1

22

1212

121 mkg96.0m2.1kg8

m6.0

mLI

rvR

2mkg96.0

m6.0m6.0kg8m2.1kg2m2.1sm5kg2 sv

84.34.212 sv

Page 47: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 47

Sample Problem 17.10

Moments about A:

84.34.212 sv

• The definition of the coefficient of restitution provides a second relationship between the final angular velocity of the rod and velocity of the sphere.

sm58.0m2.1

s

sBsB

v

vvevv

Relative velocities:

• Solve the two relations simultaneously for the angular velocity of the rod and velocity of the sphere.

Solving,

sm143.0sv sm143.0sv

rad/s21.3 rad/s21.3

Page 48: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 48

Sample Problem 17.11

A square package of mass m moves down conveyor belt A with constant velocity. At the end of the conveyor, the corner of the package strikes a rigid support at B. The impact is perfectly plastic.

Derive an expression for the minimum velocity of conveyor belt A for which the package will rotate about B and reach conveyor belt C.

SOLUTION:

• Apply the principle of impulse and momentum to relate the velocity of the package on conveyor belt A before the impact at B to the angular velocity about B after impact.

• Apply the principle of conservation of energy to determine the minimum initial angular velocity such that the mass center of the package will reach a position directly above B.

• Relate the required angular velocity to the velocity of conveyor belt A.

Page 49: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 49

Sample Problem 17.11SOLUTION:

• Apply the principle of impulse and momentum to relate the velocity of the package on conveyor belt A before the impact at B to angular velocity about B after impact.

Moments about B:

222

221

1 0 Iavmavm 261

222

2 amIav

22

61

22

222

21

1 0 amaamavm

234

1 av

Page 50: Dynamics - Chapter 17 [Beer7]

© 2003 The McGraw-Hill Companies, Inc. All rights reserved.

Vector Mechanics for Engineers: Dynamics

Se

ve

nt

hEd

ition

17 - 50

Sample Problem 17.11• Apply the principle of conservation of energy to determine

the minimum initial angular velocity such that the mass center of the package will reach a position directly above B.

3322 VTVT

22 WhV

22

2312

22

61

21

222

221

222

1222

12

mamaam

ImvT

33 WhV

03 T (solving for the minimum 2)

aa

GBh

612.060sin

1545sin

22

2

aah 707.022

3

agaaa

ghh

ma

W

WhWhma

285.0612.0707.033

0

223222

3222

231

agaav 285.034

234

1 gav 712.01