vector mechanics for engineers: dynamics seventh edition ferdinand p. beer e. russell johnston, jr....

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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 4 Systems of Particles

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Page 1: VECTOR MECHANICS FOR ENGINEERS: DYNAMICS Seventh Edition Ferdinand P. Beer E. Russell Johnston, Jr. Lecture Notes: J. Walt Oler Texas Tech University CHAPTER

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.

14Systems of Particles

Page 2: 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.

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Introduction• In the current chapter, you will study the motion of systems

of particles.

• The effective force of a particle is defined as the product of it mass and acceleration. It will be shown that the system of external forces acting on a system of particles is equipollent with the system of effective forces of the system.

• The mass center of a system of particles will be defined and its motion described.

• Application of the work-energy principle and the impulse-momentum principle to a system of particles will be described. Result obtained are also applicable to a system of rigidly connected particles, i.e., a rigid body.

Page 3: 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.

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Application of Newton’s Laws. Effective Forces• Newton’s second law for each particle Pi

in a system of n particles,

force effective

forces internal force external

1

1

ii

iji

iii

n

jijiii

ii

n

jiji

am

fF

amrfrFr

amfF

• The system of external and internal forces on a particle is equivalent to the effective force of the particle.

• The system of external and internal forces acting on the entire system of particles is equivalent to the system of effective forces.

Page 4: 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.

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Application of Newton’s Laws. Effective Forces• Summing over all the elements,

n

iiii

n

i

n

jiji

n

iii

n

iii

n

i

n

jij

n

ii

amrfrFr

amfF

11 11

11 11

• Since the internal forces occur in equal and opposite collinear pairs, the resultant force and couple due to the internal forces are zero,

iiiii

iii

amrFr

amF

• The system of external forces and the system of effective forces are equipollent by not equivalent.

Page 5: 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.

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Linear & Angular Momentum

• Linear momentum of the system of particles,

n

iii

n

iii

n

iii

amvmL

vmL

11

1

• Angular momentum about fixed point O of system of particles,

n

iiii

n

iiii

n

iiiiO

n

iiiiO

amr

vmrvmrH

vmrH

1

11

1

• Resultant of the external forces is equal to rate of change of linear momentum of the system of particles,

LF

OO HM

• Moment resultant about fixed point O of the external forces is equal to the rate of change of angular momentum of the system of particles,

Page 6: 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.

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Motion of the Mass Center of a System of Particles

• Mass center G of system of particles is defined by position vector which satisfiesGr

n

iiiG rmrm

1

• Differentiating twice,

FLam

Lvmvm

rmrm

G

n

iiiG

n

iiiG

1

1

• The mass center moves as if the entire mass and all of the external forces were concentrated at that point.

Page 7: 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.

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Angular Momentum About the Mass Center

G

n

iii

n

iiii

G

n

ii

n

iiii

n

iGiii

n

iiiiG

n

iiiiG

M

Framr

armamr

aamramrH

vmrH

11

11

11

1

• The angular momentum of the system of particles about the mass center,

• The moment resultant about G of the external forces is equal to the rate of change of angular momentum about G of the system of particles.

• The centroidal frame is not, in general, a Newtonian frame.

• Consider the centroidal frame of reference Gx’y’z’, which translates with respect to the Newtonian frame Oxyz.

iGi aaa

Page 8: 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.

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Angular Momentum About the Mass Center• Angular momentum about G of particles in

their absolute motion relative to the Newtonian Oxyz frame of reference.

GGG

n

iiiiG

n

iii

n

iiGii

n

iiiiG

MHH

vmrvrm

vvmr

vmrH

11

1

1

• Angular momentum about G of the particles in their motion relative to the centroidal Gx’y’z’ frame of reference,

n

iiiiG vmrH

1

iGi vvv

• Angular momentum about G of the particle momenta can be calculated with respect to either the Newtonian or centroidal frames of reference.

Page 9: 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.

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Conservation of Momentum

• If no external forces act on the particles of a system, then the linear momentum and angular momentum about the fixed point O are conserved.

constant constant

00

O

OO

HL

MHFL

• In some applications, such as problems involving central forces,

constant constant

00

O

OO

HL

MHFL

• Concept of conservation of momentum also applies to the analysis of the mass center motion,

constant constant

constant

00

GG

G

GG

Hv

vmL

MHFL

Page 10: 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.

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Sample Problem 14.2

A 20-lb projectile is moving with a velocity of 100 ft/s when it explodes into 5 and 15-lb fragments. Immediately after the explosion, the fragments travel in the directions A = 45o and B = 30o.

Determine the velocity of each fragment.

SOLUTION:

• Since there are no external forces, the linear momentum of the system is conserved.

• Write separate component equations for the conservation of linear momentum.

• Solve the equations simultaneously for the fragment velocities.

Page 11: VECTOR MECHANICS FOR ENGINEERS: DYNAMICS Seventh Edition Ferdinand P. Beer E. Russell Johnston, Jr. Lecture Notes: J. Walt Oler Texas Tech University CHAPTER

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Sample Problem 14.2

SOLUTION:

• Since there are no external forces, the linear momentum of the system is conserved.

x

y

• Write separate component equations for the conservation of linear momentum.

0

0

20155 vgvgvg

vmvmvm

BA

BBAA

x components:

1002030cos1545cos5 BA vv

y components:

030sin1545sin5 BA vv

• Solve the equations simultaneously for the fragment velocities.

sft6.97sft207 BA vv

Page 12: 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.

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Kinetic Energy• Kinetic energy of a system of particles,

n

iii

n

iiii vmvvmT

1

221

121

iGi vvv

• Expressing the velocity in terms of the centroidal reference frame,

n

iiiG

n

iii

n

iiiGG

n

ii

n

iiGiGi

vmvm

vmvmvvm

vvvvmT

1

2212

21

1

221

1

2

121

121

• Kinetic energy is equal to kinetic energy of mass center plus kinetic energy relative to the centroidal frame.

Page 13: 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.

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Work-Energy Principle. Conservation of Energy• Principle of work and energy can be applied to each particle Pi ,

2211 TUT

where represents the work done by the internal forces and the resultant external force acting on Pi .

ijf

iF21U

• Principle of work and energy can be applied to the entire system by adding the kinetic energies of all particles and considering the work done by all external and internal forces.

• Although are equal and opposite, the work of these forces will not, in general, cancel out.

jiij ff

and

• If the forces acting on the particles are conservative, the work is equal to the change in potential energy and

2211 VTVT which expresses the principle of conservation of energy for the system of particles.

Page 14: VECTOR MECHANICS FOR ENGINEERS: DYNAMICS Seventh Edition Ferdinand P. Beer E. Russell Johnston, Jr. Lecture Notes: J. Walt Oler Texas Tech University CHAPTER

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Principle of Impulse and Momentum

21

12

2

1

2

1

LdtFL

LLdtF

LF

t

t

t

t

21

12

2

1

2

1

HdtMH

HHdtM

HM

t

tO

t

tO

OO

• The momenta of the particles at time t1 and the impulse of the forces from t1 to t2 form a system of vectors equipollent to the system of momenta of the particles at time t2 .

Page 15: VECTOR MECHANICS FOR ENGINEERS: DYNAMICS Seventh Edition Ferdinand P. Beer E. Russell Johnston, Jr. Lecture Notes: J. Walt Oler Texas Tech University CHAPTER

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Sample Problem 14.4

Ball B, of mass mB,is suspended from a cord, of length l, attached to cart A, of mass mA, which can roll freely on a frictionless horizontal tract. While the cart is at rest, the ball is given an initial velocity

Determine (a) the velocity of B as it reaches it maximum elevation, and (b) the maximum vertical distance h through which B will rise.

.20 glv

SOLUTION:

• With no external horizontal forces, it follows from the impulse-momentum principle that the horizontal component of momentum is conserved. This relation can be solved for the velocity of B at its maximum elevation.

• The conservation of energy principle can be applied to relate the initial kinetic energy to the maximum potential energy. The maximum vertical distance is determined from this relation.

Page 16: 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.

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Sample Problem 14.4SOLUTION:• With no external horizontal forces, it follows from the

impulse-momentum principle that the horizontal component of momentum is conserved. This relation can be solved for the velocity of B at its maximum elevation.

21

2

1

LdtFLt

t

(velocity of B relative to A is zero at position 2)

2,2,2,2,

01,1, 0

AABAB

BA

vvvv

vvv

Velocities at positions 1 and 2 are

2,0 ABAB vmmvm

02,2, vmm

mvv

BA

BBA

x component equation:

2,2,1,1, BBAABBAA vmvmvmvm x

y

Page 17: VECTOR MECHANICS FOR ENGINEERS: DYNAMICS Seventh Edition Ferdinand P. Beer E. Russell Johnston, Jr. Lecture Notes: J. Walt Oler Texas Tech University CHAPTER

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Sample Problem 14.4

• The conservation of energy principle can be applied to relate the initial kinetic energy to the maximum potential energy.

2211 VTVT

Position 1 - Potential Energy:

Kinetic Energy:

Position 2 - Potential Energy:

Kinetic Energy:

glmV A1

202

11 vmT B

ghmglmV BA 2

22,2

12 ABA vmmT

ghmglmvmmglmvm BAABAAB 22,2

1202

1

g

v

mm

mh

BA

A

2

20

2

0

20

22,

20

2222

v

mm

m

mg

mm

g

v

g

v

m

mm

g

vh

BA

B

B

BAA

B

BA

g

v

mm

m

g

vh

BA

B

22

20

20