01 MENG212 Introductionf
Transcript of 01 MENG212 Introductionf
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MENG 212 Fall 2014 Dr. Jong B. Lee, ME @NYIT 1
MENG 212
Engineering Mechanics: Dynamics ( 1)
Sept. 03 2014
2014 Jong B. Lee PhD
ME @NYIT
Introduction toDynamics
MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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MENG 212
Engineering Mechanics: Dynamics Fall2014
Class Hour
Wednesday 5:45PM ~ 8:25PM
Class room
HSH #212
Office Address: HSH Room 224A
Office Phone: (516) 686 7955
Course web site: http://iris.nyit.edu/~jlee26
Email:jongblee@nyi t.edu
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MENG 212
Office Hours
I adopt an open door policy
You are encouraged to come to my office and
ask questions, consult, provide feedback, or
give suggestions at anytime during the day
However, I may not be available all the time
Set times for offices hours are the office thissemester are:
Mon. ~ Wed. 02:30 PM 03:30 PM
or by appointment via email or phone
can be changed without pre-notification
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MENG 212
Description of Engineering Mechanics:
Dynamics
This course teaches students how to apply Newtonian
physics to relatively simple physical situations. It followson from the Statics course, but considers systems that
are not in equilibrium i.e. with velocity and acceleration.Some of the topics covered are pure kinematics (a
mathematical description of motion only), while others
are kinetic (determine motion in problems involving theconcepts of force and energy). The course restricts
itself to 2-D (planar) mechanisms.
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MENG 212 Objectives
The student should understand the basic physical
concepts of dynamics.
The student should understand and be able to relate the
kinematics of particles and rigid bodies to the solution ofdynamics problems in straight line and curvilinear
motion.
The student should understand and be able to apply
Newtons Laws to particles and rigid bodies to solve
problems related to dynamic behavior.
The student should be able to apply the methods of
work, momentum and energy to particles and rigid
bodies associated with dynamic behavior.
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MENG 212 Course outcomes:After successful completion of this course, you will
have
1. Understand basic kinematics concepts displacement, velocity
and acceleration (and their angular counterparts).
2. Understand basic dynamics concepts force, momentum, work
and energy.
3. Understand and be able to apply Newtons laws of motion.
4. Understand and be able to apply other basic dynamics concepts- the Work-Energy principle, Impulse-Momentum principle and
the coefficient of restitution.
5. Learn to solve dynamics problems. Appraise given information
and determine which concepts apply, and choose an appropriate
solution strategy.
6. Gain an introduction to basic machine parts such as pulleys andmass-spring systems.
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MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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MENG 212
Class Discussion
Communication is very important in achieving our
collective goals and objectives
Feel free to voice your opinions and ask questionsanytime during a class period
Remember you are here to learn and I am here to
teach and that teaching and learning are
intertwined
So you can help me teach you as much as I can
help you learn
I urge you to be an active participant in the learning
process and recognize that it takes a team effort to
realize meaningful things in life
7 MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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MENG 212
Major Courses in mechanical engineering
Engineering mechanics: The study of how
bodies react to forces acting on them
Statics: The study of bodies in equilibrium
Dynamics
Strength and Materials
Vibration
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Solid Mechanics
Thermodynamics
Fluid Mechanics
3 Major
Mechanics
MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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MENG 212
Engineering Mechanics
9
EngineeringMechanics
SolidMechanics
FluidMechanics
Rigid BodyMechanics
DeformableBody
Mechanics
Statics:F=ma,
Dynamics:
v = 0
a = 0F = 0
F 0
F = ma
a = ?
v = ?
Mechanics
of Materials
Elastics
Plastics
External
Load
Stress
Strain
MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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Adv. Mach. Designby Numerical Method
Statics &Dynamics
AppliedMach. Design
Stress Analysis
MENG 212
Mechanical Course Flow
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Applied SolidMechanics
Strength andMaterials
ElementMach. Design
Elastics
SeniorMach. Design
MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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MENG 212 Topics covered
Kinematics of Particle
Kinetics of a Particle
Force and Acceleration
Work and Energy
Impulse and Momentum
Planar Kinematics ofa Rigid Body Force and Acceleration
Work and Energy
Impulse and Momentum
Three-Dimensional Kinematics of a Rigid Body
Three-Dimensional Kinetics of a Rigid Body
Vibrations
11 MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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MENG 212 Text Book
Engineering Mechanics: Dynamics, 13th edition,
R. C. Hibbeler
ISBN-10: 0132911272
Pearson
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References Engineering Mechanics: Dynamics, 7th ed., by by J. L.
Meriam and L. G. Kraige, Willey
Vector Mechanics for Engineers Dynamics, 10thEdition by BEER
Engineering Mechanics: Statics and Dynamic, Google
eBook, C. L. Rao, J. LAKSHINARASHIMAN, R.
SETHURAMAN, S. M. SIVAKUMAR
Engineering Dynamics: A Comprehensive Introduction
N. Jeremy Kasdin & Derek A. Paley, PrincetonUniversity Press.
Engineering Mechanics: Dynamics, 5th ed. A. M.
Bedford and W. Fowler, Pearson
Engineering Mechanics: Dynamics, 4th ed., I. H.
Shames, Pearson
13 MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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MENG 212
Complete class syllabus and rule will begiven today
Class syllabus can be changed without pre-
notification
Please check at course website
PLEASE READ SYLLABUS CAREFULLY,
and let me know if you have any questions
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Exams and Quizzes Ideally, all quizzes and exams are closed book
There will be two midterm exams which constitute20% and 20%
each of the grade
Mid term Exam I: Oct. 08 (20%)
Mid term Exam II: Nov. 12 (20%)
There will be one final exam which constitutes20% of the grade
Final Exam: Dec. 17
There will be number of quizzes which constitute35% of grade
Eight to Ten Quizzes: (Mostly every week)
Participation (Homework and attendance, etc): 5% Total: 100%
This schedule and constitution of the grade can be changed
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Grade
Grading Policy
The following straight scale will be used:
Grade I, IF, W and WF: Please check onUniversity Catalog
Remember final drop day or add/drop from theUniversity Academic Calendar
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A: 94-100
A-: 90-93
B+: 88-89
B: 83-87
B-: 80-82
C+: 78-79
C: 73-77
C-: 70-72
D+: 68-69D: 61-67
F: 0-60
MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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Grade How to curve an exam and assign grades
We have all given exams where the grades end up
lower than we hoped.
If the class does significantly lower than I think they
should have, I will consider curving the exam. How do Ido it?
Whats the goal of the curve?
How do I curve an exam?
Flat scale
Least squares regression
Linear scale
17 MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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Exams Grading Policy
Only neatly wri t ten problem s wil l be graded
A correct answer without a correct outline of the workwill not carry any grade
All incorrect work must be clearly crossed out on thepage
In cases where more than one solution is presentedfor a problem, the solution with the most errors will begraded
Each solution must have proper units
No units or inappro priate units: 0 credit
Class attendance and participation in discussions arenot strongly recommended, it is mandatory
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MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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MENG 212 Quizzes
Will cover theoretical aspects (definitions andderivations) and problem solving skills
Will be closed book, closed notes, with no crib sheet
Will be announced couple of days before the exam Will contain one to four problems No formula sheet
No makeup quizzes wil l be given
Homework
Due of the homework will be after they are assigned Problems will be graded only if they are written neatly
Late assignment is no credit
19 MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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MENG 370 Midterm and Final Exams
Will contain four to eight problems
Will be comprehensive Closed book and closed notes No formula sheet
No makeup exams wil l be given
Remember, M ake-up exams wil l not be avail able
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MENG 212
Class Rules
Cheating will be dealt with
according to the rules of the
University
Materials to be covered in an exam
will be announced at least oneweek prior to the exam
Cell phone is not allowed, only
calculator
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MENG 212
Student Code of Conduct
It is the responsibility of each student to adhere to
the principles of academic integrity
Academic integrity means that a student is honest
with him/herself, fellow students, instructors, and
the University in matters concerning his or her
educational endeavors
Thus, a student should not falsely claim the work of
another as one's own, or misrepresent him/herselfso that the measures of one's academic
performance do not reflect his/her own work or
personal knowledge
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MENG 212 Student Code of Conduct
In this regard, cheating will not be tolerated
Cheating includes (but is not limited to) any
communication (written or oral) during
examinations and sharing of work, such as
using the same models or computer
programs or copying work
All homework and projects must be an
individual effort unless specifically noted
23 MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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MENG 212 Student Code of Conduct
Students who cheat on any assignment or during
any examination will be assigned a failing grade for
the course
Therefore, avoid all appearance of improperbehavior!
Students who witness cheating should report the
incident to the instructor as soon as possible.
Students are also welcome to discuss any concernsrelated to cheating with Dr. Lu, Chair of Mechanical
Engineering
Dropping: Find the last day to drop this course form
the university academic calendar
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MENG 212
Attendance Sheet
Please sign if your name, student
id number is corrected on theattendance sheet, otherwise make
correction
Please fill in the entire line on the
form if your name is missed
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MENG 212
Questions
Please raise your hand or stop me at any
time when you have a question.
Please do not talk () to your classmates
during the lecture. If you absolutely need
to speak with someone, please feel freeto go out the classroom
Please shut down your cell phone!!!
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MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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MENG 212 Class Materials
Lecture notes will be provided prior to or afterthe class time through course website
User Name:students
Password:
Any changes will be mentioned in class
Please visit and check here frequently forupdates? Even though you are not able to
attend class, please download lecture notes tocatch up class.
Detailed homework, quizzes and examsinformation will be noticed via course websiteso that problems caused by not vis i t ingcourse websi te is your responsib i l i ty
27 MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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Course Schedule & Outline
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Class schedule, outlineand office hours can be changed withoutpre-notification
Week # Date Course Contents
1 Sept. 03 Introduction to Dynamics
2 Sept. 10 Kinematics of Particle
3 Sep t. 17 K inet ics o f a Par tic le: Fo rce and Accele ra tion
4 Sept. 24 Kinetics of a Particle: W ork and Energy
5 Oc t. 01 Kinetics of a Partic le: Impulse and Momentum
6 Oct. 08 Mid Term Exam I
7 Oct. 15 Planar Kinematics of a Rigid Body
8 Oct. 22 P lanar Kinemat ics o f a Rig id Body: Fo rce and Accelerat ion
9 Oc t. 29 Planar Kinematic s of a Rig id Bo dy: Wo rk and En ergy
10 Nov. 05 P lanar Kinemat ics of a R ig id Body: Impu lse and Momen tum11 Nov. 12 Mid Term Exam II
12 Nov. 19 Three -D imensional K inemat ics o f a R ig id Body
13 Nov. 26 No Class - Thanksg iv ing Holiday
14 D ec. 03 Three-Dimen sion al Kinetic s of a Rigid Bo dy
15 Dec. 10 Vibrations
16 Dec. 17 Final Exam
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Wrap Up
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Read the syl labusin detail!
Please visit course web site frequently
http://iris.nyit.edu/~jlee26
Course information is subject to change,
so always check here for the latest info
Off ice hours w i l l not be held this week.
They begin next week.
Welcome, good luck, and enjoy!
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Dynamics Dynamics is that branch of mechanics which
deals with the motion of bodies under the
action of forces
Kinematics
study of motion w/o reference to the forces causing motions
study of the geometry of motion. Kinematics is used to relatedisplacement, velocity, acceleration, and time without reference
to the cause of motion.
Kinetics
relates the action of forces on bodies to their resulting
motions
study of the relations existing between the forces acting on a
body, the mass of the body, and the motion of the body.Kinetics is used to predict the motion caused by given forces orto determine the forces required to produce a given motion.
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Dynamics
Dynamics includes
Rectilinear motion: position, velocity, and
acceleration of a particle as it moves along a
straight line.
Curvilinear motion: position, velocity, and
acceleration of a particle as it moves along a
curved line in two or three dimensions.
31 MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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Dynamics
Basic Concepts
Space: geometric region occupied by bodies
Time: a measure of the succession of events
and is considered as absolute quantity in
Newtonian mechanics
Mass: quantitative measure of the inertia or
resistance to change in motion of a body
Force: vector action of one body on another
Particle: a body of negligible dimensions
Rigid body: a body whose changes in shape
are negligible compared w/ the changes in
position of a body as a whole
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MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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Dynamics
Newtons Laws
Law 1: A particle remains at rest or continues to
move w/ uniform velocity (in a straight line w/ a
constant speed) if there is no unbalanced force
acting on it
Law 2: The acceleration of a particle is
proportional to the resultant force acting on it
and is in the direction of this force (F=ma)
Law 3: The forces of action and reaction b/w
interacting bodies are equal in magnitude,
opposite in direction, and collinear
33 MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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Dynamics
Units
SI Units (US Customary Units)
Mass: kg (slug)
Length: m (ft)
Time: sec. (sec.)
Gravitation:
F: the mutual force of attraction between two particles
G: a universal constant called the constant of gravitation
m1,m2: the masses of the two particles
r: the distance b/w the centers of the particles
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2
21
r
mmGF
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Dynamics Gravitation
Gravitational acceleration
Mis the mass of the larger body, is a unit vector
directed from the large mass to the smaller mass.
Negative sign means the force is an attractive force
In the same way,
g=9.80665 m/s2 (32.1740ft/s2)
Variation of g with altitude
go: gravitational acceleration at the sea level, h:altitude,R: the radius of the earth, me: the mass of
the earth35
2
21
r
mmGF
rr
GMg
2
r
22
hR
Rgg o
2R
mGg e
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Kinematics of a Particle Rectilinear Kinematics: Continuous
Motion
Find the kinematic quantities (position,
displacement, velocity, and acceleration) of a
particle traveling along a straight path.
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Applications
Relations between s(t),
v(t), and a(t) for general
rectilinear motion.
Relations between s(t),
v(t), and a(t) when
acceleration is constant.
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Kinematics of a Particle
Applications
The motion of large objects,
such as rockets, airplanes,
or cars, can often beanalyzed as if they were
particles.
Why?
If we measure the altitude
of this rocket as a function
of time, how can we
determine its velocity and
acceleration?
37 MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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Kinematics of a Particle
Applications
A sports car travels along a straight road.
Can we treat the car as a particle?
If the car accelerates at a constant rate, how
can we determine its position and velocity at
some instant?
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MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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Overview of Mechanics
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Statics: The study of
bodies in equilibrium.Dynamics:
1. Kinematicsconcerned with
the geometric aspects of motion
2. Kinetics - concerned with
the forces causing the motion
Mechanics: The study of how bodies
react to forces acting on them.
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Rectilinear Kinematics: Continuous Motion
A particle travels along a straight-
line path defined by the coordinate
axis s.
The position of the particle at any
instant, relative to the origin, O, is
defined by the position vector r, or
the scalar s. Scalar s can be positive
or negative. Typical units for rand s
are meters (m) or feet (ft).
The displacement of the particle isdefined as its change in position.
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Vector form:
r = r - r Scalar form: s = s - s
The total distance traveled by the particle, sT, is a
positive scalar that represents the total length of the
path over which the particle travels.
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Rectilinear Kinematics: Continuous Motion Velocity
Velocity is a measure of the rate of change in the position of aparticle. It is a vector quantity (it has both magnitude and direction).
The magnitude of the velocity is called speed, with units of m/s or
ft/s.
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The average velocity of a particle during a
time interval tis
vav g= r / t
The instantaneous velocity is the time-derivative of position.
v= dr/ dt
Speed is the magnitude of velocity: v=ds/dt
Average speed is the total distance traveled divided by elapsed
time: (vsp)avg = sT / tMENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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Rectilinear Kinematics: Continuous Motion Acceleration
Acceleration is the rate of change in the velocity of a particle. It is avector quantity. Typical units are m/s2 or ft/s2.
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As the text indicates, the derivative equations for velocity and
acceleration can be manipulated to get a ds = v dv
The instantaneous acceleration is the time
derivative of velocity.
Vector form: a = dv / dt
Scalar form: a = dv / dt = d2s / dt2
Acceleration can be positive (speed
increasing) or negative (speed decreasing).
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Rectilinear Kinematics: Continuous Motion
Summary
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Differentiate position to get velocity and acceleration.
v = ds/dt ; a = dv/dt or a = v dv/ds
Integrate acceleration for velocity and position.
Note that so and vo represent the initial position and
velocity of the particle at t = 0.
Velocity:
t
o
v
vo
dtadv s
s
v
v oo
dsadvvor t
o
s
so
dtvds
Position:
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Rectilinear Kinematics: Continuous Motion
Constant Acceleration
The three kinematic equations can be integrated for the
special case when acceleration is constant (a = ac) to
obtain very useful equations. A common example ofconstant acceleration is gravity; i.e., a body freely falling
toward earth. In this case, ac= g = 9.81 m/s2= 32.2 ft/s2
downward. These equations are:
44
tavv co yields t
o
c
v
v
dtadvo
2coo
s
t(1/2) atvss yields t
os
dtvdso
)s-(s2a)(vv oc2
o
2 yields s
s
c
v
v oo
dsadvv
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Example
A particle travels along a straight line to
the right with a velocity of v = (4t3t2)
m/s where t is in seconds. Also, s = 0
when t = 0.
The position and acceleration of the
particle when t = 4s.
45 MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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Example: Solution
Take a derivative of the velocity to
determine the acceleration
(or in the direction) when t = 4s
Calculate the distance traveled in 4s by
integrating the velocity using so = 0:
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mttss
dtttdsvdtdsdt
dsv
o
s
so
322
34
4
0
32
4
0
2
22/2064
34smat
dt
ttd
dt
dva
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Example A particle is moving along a straight line
such that its velocity is defined as v = (-
4s2) m/s, where sis in meters.
The velocity and acceleration as
functions of time if s = 2 m when t = 0.
Since the velocity is given as a functionof distance, use the equation v=ds/dt.
Express the distance in terms of time.
Take a derivative of it to calculate the velocity
and acceleration.
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Example: Solution Since v=-4s2
Determine the distance by integrating using so=2
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2
244
s
dsdts
dt
dsv
18
21
2
14
2
11
2
114
14
4
22
1
0
2
2
2
0
ts
st
sst
sst
dsss
dsdt
sst
ss
s
t
o
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Rectilinear Kinematics: Erratic Motion v-tGraph
Plots of velocity vs. time can be
used to find acceleration vs. time
curves. Finding the slope of the
line tangent to the velocity curve atany point is the acceleration at that
point (or a = dv/dt).
Therefore, the acceleration vs.
time (or a-t) graph can be
constructed by finding the slope at
various points along the v-t graph.
Also, the distance moved
(displacement) of the particle is
the area under the v-t graph during
time t.
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Rectilinear Kinematics: Erratic Motion
a-tGraph
Given the acceleration vs.
time or a-t curve, the
change in velocity (v)during a time period is the
area under the a-t curve.
So we can construct a v-t
graph from an a-tgraph if
we know the initial velocity
of the particle.
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Rectilinear Kinematics: Erratic Motion a-sGraph
A more complex case is presented bythe acceleration versus position or a-
s graph. The area under the a-scurve represents the change invelocity
This equation can be solved for v1,allowing you to solve for the velocity
at a point. By doing this repeatedly,
you can create a plot of velocityversus distance.
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)vdvads(Recall
graphsaunder theArea
2
1 2
1
2
0
2
1
s
s
adsvv
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Rectilinear Kinematics: Erratic Motion v-sGraph
Another complex case is presented bythe velocity vs. distance or v-s graph.
By reading the velocity v at a point onthe curve and multiplying it by theslope of the curve (dv/ds) at this same
point, we can obtain the acceleration
at that point. Recall the formula
Thus, we can obtain an a-s plot from
the v-s curve
58
ds
dvva
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Example The s-t graph for a sports car moving
along a straight road
The v-t graph and a-t graph over the time
interval shown
59 MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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Example: Solution The v-t graph can be constructed by
finding the slope of the s-t graph at key
points. What are those?
When 0
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Example: Solution Similarly, the a-t graph can be constructed by finding
the slope at various points along the v-t graph. Using
the results of the first part where the velocity was
found:
When 0
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Example: Solution
Now find the distance traveled:
67
sm
v
m
sss
mtdttvdts
mdttvdts
savg
/348
144
time
distancetotal
1445490
54482
1
3
148
3
1
90302
1
5
1
5
1
)480(
4830300480
48
30
248
30
4830
230
0
300
MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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Kinematics of a Particle
Curvilinear motion: General and rectangular
components
Describe the motion of a particle traveling along a
curved path. Relate kinematic quantities in terms of the rectangular
components of the vectors.
Applications
General Curvilinear Motion
Rectangular Components of Kinematic Vectors
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Curvilinear motion: General and rectangular components
Applications
The path of motion of a
plane can be tracked
with radar and its x, y,
and z coordinates
(relative to a point on
earth) recorded as a
function of time. How can we determine
the velocity or
acceleration of the plane
at any instant?
69 MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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Curvilinear motion: General and rectangular components
Applications
A roller coaster car
travels down a fixed,
helical path at a constant
speed.
How can we determine its
position or acceleration at
any instant?
If you are designing the
track, why is it important
to be able to predict the
acceleration of the car?
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General Curvilinear Motion A particle moving along a curved
path undergoes curvilinear motion.
Since the motion is often three-
dimensional, vectors are used todescribe the motion.
A particle moves along a curvedefined by the path function, s.
The position of the particle at anyinstant is designated by the vector r =
r(t). Both the magnitude and
direction of r may vary with time.
If the particle moves a distance s
along the curve during time interval
t, the displacement is determined byvector subtraction: r = r - r
71 MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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General Curvilinear Motion Velocity
Velocity represents the rate of changein the position of a particle.
The average velocity of the particle
during the time increment t is, vavg =r/t .
The instantaneous velocity is the time-derivative of position, v = dr/dt .
The velocity vector, v, is alwaystangent to the path of motion.
The magnitude of v is called the speed.Since the arc length s approaches the
magnitude of r as t0, the speed can
be obtained by differentiating the pathfunction (v = ds/dt). Note that this is
not a vector!
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General Curvilinear Motion Acceleration
Acceleration represents the rate ofchange in the velocity of a particle.
If a particles velocity changes fromv to v
over a time increment t, the averageacceleration during that increment is:aavg= v/t = (v - v)/t
The instantaneous acceleration is the
time-derivative of velocity: a = dv/dt =d2r/dt2
A plot of the locus of points defined by thearrowhead of the velocity vector is calleda hodograph. The acceleration vector is
tangent to the hodograph, but not, in
general, tangent to the path function
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General Curvilinear Motion Rectangular components
It is often convenient to describe themotion of a particle in terms of its x, y,
z or rectangular components, relative
to a fixed frame of reference. The position of the particle can be
defined at any instant by the positionvector, r=xi+yj+zk.
The x, y, z components may all befunctions of time, i.e.,x=x(t), y=y(t),
and z=z(t).
The magnitude of the position vectoris: r=(x2+y2+z2)0.5
The direction of ris defined by the unit
vector: ur= (1/r)r
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Curvilinear Motion: Rectangular Components
Velocity
The velocity vector is the time derivative of the position vector :v=dr/dt=d(xi)/dt+d(yj)/dt +d(zk)/dt
Since the unit vectors i, j, kare constant in magnitude anddirection, this equation reduces to v=vxi+vyj+vzk, where
75
dt
dzzv
dt
dyyv
dt
dxxv zyx ,,
The magnitude of the velocity
vector is
The direction of v is tangent to the
path of motion.
222zyx
vvvv
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Curvilinear Motion: Rectangular Components
Acceleration
The acceleration vector is the time derivative of the
velocity vector (second derivative of the position vector):a=dv/dt=d2r/dt2=axi+ayj+azk
where
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dt
dvzva
dt
dvyva
dt
dvxva zzz
y
yyx
xx ,,
The magnitude of the acceleration
vector is
The direction of a is usually not
tangent to the path of the particle.
222zyx
aaaa
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Example The box slides down the slope described
by the equation y=(0.05x2)m, where xis in
meters. vx=-3m/s, ax=-1.5m/s2at x=5m.
The ycomponents of the velocity and the
acceleration of the box at x=5m.
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Example: Solution Find the y-component of velocity by
taking a time derivative of the position y
= (0.05x2)
Find the acceleration component by
taking a time derivative of the velocity
Substituting the x-component of the
acceleration, velocity at x=5into
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xxxxxxdt
d
dt
dvy
xxxxyvxy
y
y
1.01.01.0
1.0205.005.0 2
yy and
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Example: Solution
Since
79
2
22
2
/15.0
/5.1/5.1v
5at
/15.05.151.031.0
1.01.0/5.1351.01.0
5/5.1,/3
sma
smsm
mx
sm
xxxxy
smxxy
mxatsmaxsmvx
y
y
xx
MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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Example
The particle travels along the pathy=0.5x2. When t=0, x=y=z=0.
The particles distance and themagnitude of its acceleration when t=1s,
if vx=(5t)ft/s, where t is in seconds.
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Example: Solution
x-components
y-components
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statsfttdt
dxa
stfttxdttdt
stsftsfttx
x
t
x
x
1/55:onAccelerati
1at5.25.25v:position
1at/5/5v:asknowVelocity
2
2
0
stsftxxxxya
stsftxxxxy
stftxy
y 1at/5.37:onAccelerati
1at/5.1225.0:Velocity
1at125.35.0:asknowposition
2
2
MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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Example: Solution
The position vector and the acceleration
vector are
Position vector: r= [ x i+ yj] ft
where x= 2.5 ft, y= 3.125 ft
Magnitude: r = (2.52 + 3.1252)0.5 = 4.00 ft
Acceleration vector: a = [ ax i+ ayj] ft/s2
where ax = 5 ft/s2, ay = 37.5 ft/s
2
Magnitude: a = (52 + 37.52)0.5 = 37.8 ft/s2
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Motion of a Projectile Analyze the free-flight motion of a
projectile
Applications
Kinematic Equations for Projectile
Motion
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Motion of a Projectile Applications
A good kicker instinctively knows at what angle, q, and
initial velocity, vA, he must kick the ball to make a field
goal.
For a given kick strength, at what angle should the ballbe kicked to get the maximum distance?
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Motion of a Projectile
Applications
A basketball is shot at a certain angle. What parameters
should the shooter consider in order for the basketball
to pass through the basket? Distance, speed, the basket location, anything else?
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Motion of a Projectile
Applications
A firefighter needs to know the maximum height on the
wall she can project water from the hose. What
parameters would you program into a wrist computer tofind the angle, , that she should use to hold the hose?
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Motion of a Projectile
Projectile motion can be treated as two
rectilinear motions, one in the horizontal
direction experiencing zero acceleration
and the other in the vertical direction
experiencing constant acceleration (i.e.,
from gravity).
87 MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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Motion of a Projectile For illustration, consider the two
balls on the left. The red ball falls
from rest, whereas the yellow ballis given a horizontal velocity. Each
picture in this sequence is takenafter the same time interval. Notice
both balls are subjected to the
same downward acceleration since
they remain at the same elevation
at any instant. Also, note that the
horizontal distance betweensuccessive photos of the yellow
ball is constant since the velocity inthe horizontal direction is constant.
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Motion of a Projectile Kinetic equations: Horizontal motion
Since ax=0, the velocity in the horizontal direction
remains constant (vx=vox) and the position in thex
direction can be determined by:
Why is ax equal to zero (what assumption must be
made if the movement is through the air)?
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txxoxo
v
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Motion of a Projectile Kinetic equations: Vertical motion
Since the positivey-axis is directed upward, ay=
g. Application of the constant acceleration
equations yields:
For any given problem, only two of these three
equations can be used. Why?
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oyoy
oyo
oyy
yyg
gttyy
gt
2vv
2
1v
vv
22
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Example
Given: vA and
Find: Horizontal distance it travels and
vC. Apply the kinematic relations in x- and
y-directions.
91 MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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Example: Solution
Using vax=10cos30 and vay=10sin30
We can write
vx = 10 cos 30 vy = 10 sin 30 (9.81) t
x = (10 cos 30) t
y = (10 sin 30) t (9.81)t2
Since y=0 at C
0=(10sin30)t- (9.81)t2t=0, 1.019s
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MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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Example: Solution
Velocity components at C are
vCx=10cos30=8.66 m/s
vCy=10sin 30(9.81)(1.019)= -5 m/s=5m/s
Horizontal distance the ball travels is;
x = (10cos30)t
x = (10cos30)1.019=8.83 m
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smvC
/10566.8 22
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Example Projectile is fired with vA=150m/sat point A.
The horizontal distance it travels (R) and the time in
the air.
Establish a fixed x, y coordinate system (in this
solution, the origin of the coordinate system is placedat A). Apply the kinematic relations in x- and y-
directions.
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Example: Solution Place the coordinate system at point A. Then, write
the equation for horizontal motion.
+ xB = xA + vAx tAB
where xB = R, xA = 0, vAx = 150 (4/5) m/s
Range, R, will be R = 120 tAB
Now write a vertical motion equation. Use the distance
equation.
+ yB = yA + vAy tAB 0.5 g tAB2
where yB = 150, yA = 0, and vAy = 150(3/5) m/s
We get the following equation: 150=90tAB+0.5(9.81) tAB2
Solving for tAB first, tAB = 19.89 s.
Then, R = 120 tAB = 120 (19.89) = 2387 m
95 MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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Example A skier leaves the ski jump ramp at A = 25
o and hitsthe slope at B.
The skiers initial speed vA
Establish a fixed x,y coordinate system (in thissolution, the origin of the coordinate system is placedat A). Apply the kinematic relations in x- and y-
directions.
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Example: Solution
Motion in x-direction
Motion in y-direction
97
AA
AB
ABAABoxAB
vvt
tvtvxx
27.88
25cos
80
25cos01005
4
smv
vvv
tgtvyy
A
AA
A
ABABoyAB
/42.19
27.8881.9
2
127.8825sin064
2
1
2
2
MENG 212 Engineering Mechanics II: Dynamics. Jong B. Lee, PhD, All rights reserved.
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Example
The golf ball is struck with a velocity of 80 ft/s
as shown.
Find distance dto where it will land.
Establish a fixed x, y coordinate system (in
this solution, the origin of the coordinate
system is placed at A). Apply the kinematic
relations in x- and y-directions.
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Example: Solution
Motion in x-direction
Motion in y-direction
99
ftd
dd
ddd
tgtvyy ABABoyAB
166,0
007415.0233.10
02146.02.322102146.055sin80010sin
2
1
2
2
2
dt
tdtvxx
AB
ABABoxAB
02146.0
55cos80010cos
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