equations of motion: general plane...
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![Page 1: EQUATIONS OF MOTION: GENERAL PLANE MOTIONfaculty.mercer.edu/jenkins_he/documents/Section17-5.pdfSolution: The moment of inertia of the culvert about G is I G = m(r)2 = (500)(0.5)2](https://reader036.vdocuments.us/reader036/viewer/2022071609/61489e0f2918e2056c22cde9/html5/thumbnails/1.jpg)
Dynamics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
Today’s Objectives:
Students will be able to:
1. Analyze the planar kinetics of a
rigid body undergoing general
plane motion. In-Class Activities:
• Check Homework
• Reading Quiz
• Applications
• Equations of Motion
• Frictional Rolling Problems
• Concept Quiz
• Group Problem Solving
• Attention Quiz
EQUATIONS OF MOTION: GENERAL PLANE MOTION
![Page 2: EQUATIONS OF MOTION: GENERAL PLANE MOTIONfaculty.mercer.edu/jenkins_he/documents/Section17-5.pdfSolution: The moment of inertia of the culvert about G is I G = m(r)2 = (500)(0.5)2](https://reader036.vdocuments.us/reader036/viewer/2022071609/61489e0f2918e2056c22cde9/html5/thumbnails/2.jpg)
Dynamics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
1. If a disk rolls on a rough surface without slipping, the
acceleration of the center of gravity (G) will _________ and
the friction force will be __________.
A) not be equal to a r; less than sN
B) be equal to a r; equal to kN
C) be equal to a r; less than sN
D) None of the above
2. If a rigid body experiences general plane motion, the sum of
the moments of external forces acting on the body about any
point P is equal to __________.
A) IP a B) IP a + maP
C) m aG D) IG a + rGP × maP
READING QUIZ
![Page 3: EQUATIONS OF MOTION: GENERAL PLANE MOTIONfaculty.mercer.edu/jenkins_he/documents/Section17-5.pdfSolution: The moment of inertia of the culvert about G is I G = m(r)2 = (500)(0.5)2](https://reader036.vdocuments.us/reader036/viewer/2022071609/61489e0f2918e2056c22cde9/html5/thumbnails/3.jpg)
Dynamics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
As the soil compactor accelerates
forward, the front roller experiences
general plane motion (both translation
and rotation).
The forces shown on the
roller shaft’s FBD cause the
accelerations shown on the
kinetic diagram.
Is point A the IC?
=
How would you find the loads
experienced by the roller shaft or its
bearings?
APPLICATIONS
![Page 4: EQUATIONS OF MOTION: GENERAL PLANE MOTIONfaculty.mercer.edu/jenkins_he/documents/Section17-5.pdfSolution: The moment of inertia of the culvert about G is I G = m(r)2 = (500)(0.5)2](https://reader036.vdocuments.us/reader036/viewer/2022071609/61489e0f2918e2056c22cde9/html5/thumbnails/4.jpg)
Dynamics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
The lawn roller is pushed forward with a force of 200 N when
the handle is held at 45°.
How can we determine its translational acceleration and
angular acceleration?
Does the total acceleration depend on the coefficient’s of static
and kinetic friction?
APPLICATIONS (continued)
![Page 5: EQUATIONS OF MOTION: GENERAL PLANE MOTIONfaculty.mercer.edu/jenkins_he/documents/Section17-5.pdfSolution: The moment of inertia of the culvert about G is I G = m(r)2 = (500)(0.5)2](https://reader036.vdocuments.us/reader036/viewer/2022071609/61489e0f2918e2056c22cde9/html5/thumbnails/5.jpg)
Dynamics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
During an impact, the center of
gravity G of this crash dummy will
decelerate with the vehicle, but also
experience another acceleration due
to its rotation about point A.
Why?
How can engineers use this information to determine the forces
exerted by the seat belt on a passenger during a crash? How
would these accelerations impact the design of the seat belt
itself?
APPLICATIONS (continued)
![Page 6: EQUATIONS OF MOTION: GENERAL PLANE MOTIONfaculty.mercer.edu/jenkins_he/documents/Section17-5.pdfSolution: The moment of inertia of the culvert about G is I G = m(r)2 = (500)(0.5)2](https://reader036.vdocuments.us/reader036/viewer/2022071609/61489e0f2918e2056c22cde9/html5/thumbnails/6.jpg)
Dynamics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
When a rigid body is subjected to external
forces and couple-moments, it can undergo
both translational motion and rotational
motion. This combination is called general
plane motion.
Fx = m (aG)x
Fy = m (aG)y
MG = IG a
Using an x-y inertial coordinate system,
the scalar equations of motions about the
center of mass, G, may be written as:
EQUATIONS OF MOTION: GENERAL PLANE MOTION (Section 17.5)
![Page 7: EQUATIONS OF MOTION: GENERAL PLANE MOTIONfaculty.mercer.edu/jenkins_he/documents/Section17-5.pdfSolution: The moment of inertia of the culvert about G is I G = m(r)2 = (500)(0.5)2](https://reader036.vdocuments.us/reader036/viewer/2022071609/61489e0f2918e2056c22cde9/html5/thumbnails/7.jpg)
Dynamics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
Sometimes, it may be convenient to write the
moment equation about a point P, rather than
G. Then the equations of motion are written
as follows:
Fx = m (aG)x
Fy = m (aG)y
MP = (Mk )P
In this case, (Mk )P represents the sum of the
moments of IGa and maG about point P.
EQUATIONS OF MOTION: GENERAL PLANE MOTION (continued)
![Page 8: EQUATIONS OF MOTION: GENERAL PLANE MOTIONfaculty.mercer.edu/jenkins_he/documents/Section17-5.pdfSolution: The moment of inertia of the culvert about G is I G = m(r)2 = (500)(0.5)2](https://reader036.vdocuments.us/reader036/viewer/2022071609/61489e0f2918e2056c22cde9/html5/thumbnails/8.jpg)
Dynamics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
When analyzing the rolling motion of wheels, cylinders, or disks,
it may not be known if the body rolls without slipping or if it
slips/slides as it rolls.
The equations of motion will be:
Fx = m (aG)x P F = m aG
Fy = m (aG)y N mg = 0
MG = IG a F r = IG a
There are 4 unknowns (F, N, a, and aG) in
these three equations.
For example, consider a disk with mass m
and radius r, subjected to a known force P.
FRICTIONAL ROLLING PROBLEMS
![Page 9: EQUATIONS OF MOTION: GENERAL PLANE MOTIONfaculty.mercer.edu/jenkins_he/documents/Section17-5.pdfSolution: The moment of inertia of the culvert about G is I G = m(r)2 = (500)(0.5)2](https://reader036.vdocuments.us/reader036/viewer/2022071609/61489e0f2918e2056c22cde9/html5/thumbnails/9.jpg)
Dynamics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
Hence, we have to make an assumption
to provide another equation. Then, we
can solve for the unknowns.
The 4th equation can be obtained from
the slip or non-slip condition of the disk.
Case 1:
Assume no slipping and use aG = a r as the 4th equation and
DO NOT use Ff = sN. After solving, you will need to verify
that the assumption was correct by checking if Ff sN.
Case 2:
Assume slipping and use Ff = kN as the 4th equation.
In this case, aG ar.
FRICTIONAL ROLLING PROBLEMS (continued)
![Page 10: EQUATIONS OF MOTION: GENERAL PLANE MOTIONfaculty.mercer.edu/jenkins_he/documents/Section17-5.pdfSolution: The moment of inertia of the culvert about G is I G = m(r)2 = (500)(0.5)2](https://reader036.vdocuments.us/reader036/viewer/2022071609/61489e0f2918e2056c22cde9/html5/thumbnails/10.jpg)
Dynamics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
Problems involving the kinetics of a rigid body undergoing
general plane motion can be solved using the following procedure.
1. Establish the x-y inertial coordinate system. Draw both the
free body diagram and kinetic diagram for the body.
2. Specify the direction and sense of the acceleration of the
mass center, aG, and the angular acceleration a of the body.
If necessary, compute the body’s mass moment of inertia IG.
3. If the moment equation Mp= (Mk)p is used, use the
kinetic diagram to help visualize the moments developed by
the components m(aG)x, m(aG)y, and IGa.
4. Apply the three equations of motion.
PROCEDURE FOR ANALYSIS
![Page 11: EQUATIONS OF MOTION: GENERAL PLANE MOTIONfaculty.mercer.edu/jenkins_he/documents/Section17-5.pdfSolution: The moment of inertia of the culvert about G is I G = m(r)2 = (500)(0.5)2](https://reader036.vdocuments.us/reader036/viewer/2022071609/61489e0f2918e2056c22cde9/html5/thumbnails/11.jpg)
Dynamics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
6. Use kinematic equations as necessary to complete the
solution.
5. Identify the unknowns. If necessary (i.e., there are four
unknowns), make your slip-no slip assumption (typically no
slipping, or the use of aG = a r, is assumed first).
Key points to consider:
1. Be consistent in using the assumed directions.
The direction of aG must be consistent with a.
2. If Ff = kN is used, Ff must oppose the motion. As a test,
assume no friction and observe the resulting motion.
This may help visualize the correct direction of Ff.
7. If a slip-no slip assumption was made, check its validity!!!
PROCEDURE FOR ANALYSIS (continued)
![Page 12: EQUATIONS OF MOTION: GENERAL PLANE MOTIONfaculty.mercer.edu/jenkins_he/documents/Section17-5.pdfSolution: The moment of inertia of the culvert about G is I G = m(r)2 = (500)(0.5)2](https://reader036.vdocuments.us/reader036/viewer/2022071609/61489e0f2918e2056c22cde9/html5/thumbnails/12.jpg)
Dynamics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
Focus on the spool. Follow the solution procedure (draw
a FBD, etc.) and identify the unknowns.
Find: The angular acceleration (a) of the spool and the tension
in the cable.
Plan:
Given:A spool has a mass of 200 kg and a radius of gyration (kG)
of 0.3 m. The coefficient of kinetic friction between the
spool and the ground is k = 0.1.
EXAMPLE
![Page 13: EQUATIONS OF MOTION: GENERAL PLANE MOTIONfaculty.mercer.edu/jenkins_he/documents/Section17-5.pdfSolution: The moment of inertia of the culvert about G is I G = m(r)2 = (500)(0.5)2](https://reader036.vdocuments.us/reader036/viewer/2022071609/61489e0f2918e2056c22cde9/html5/thumbnails/13.jpg)
Dynamics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
Solution:
The free-body diagram and kinetic diagram for the body are:
Equation of motion in the y-direction (do first since there
is only one unknown):
+ Fy = m (aG)y : NB − 1962 = 0
NB = 1962 N
IG a
maG=
1962 N
EXAMPLE (continued)
![Page 14: EQUATIONS OF MOTION: GENERAL PLANE MOTIONfaculty.mercer.edu/jenkins_he/documents/Section17-5.pdfSolution: The moment of inertia of the culvert about G is I G = m(r)2 = (500)(0.5)2](https://reader036.vdocuments.us/reader036/viewer/2022071609/61489e0f2918e2056c22cde9/html5/thumbnails/14.jpg)
Dynamics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
Solving these two equations, we get
a = 7.50 rad/s2, T = 797 N
Note that aG = (0.4) a. Why?
+ Fx = m (aG)x: T – 0.1 NB = 200 aG = 200 (0.4) a
T – 196.2 = 80 a
+ MG = IG a : 450 – T(0.4) – 0.1 NB (0.6) = 20 (0.3)2 a
450 – T(0.4) – 196.2 (0.6) = 1.8 a
EXAMPLE (continued)
IG a
maG=
1962 N
![Page 15: EQUATIONS OF MOTION: GENERAL PLANE MOTIONfaculty.mercer.edu/jenkins_he/documents/Section17-5.pdfSolution: The moment of inertia of the culvert about G is I G = m(r)2 = (500)(0.5)2](https://reader036.vdocuments.us/reader036/viewer/2022071609/61489e0f2918e2056c22cde9/html5/thumbnails/15.jpg)
Dynamics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
2. For the situation above, the moment equation about G is?
A) 0.75 (FfA) - 0.2(30) = - (80)(0.32)a
B) -0.2(30) = - (80)(0.32)a
C) 0.75 (FfA) - 0.2(30) = - (80)(0.32)a + 80aG
D) None of the above
1. An 80 kg spool (kG = 0.3 m) is on a
rough surface and a cable exerts a 30 N
load to the right. The friction force at A
acts to the __________ and the aG
should be directed to the __________ .
A) right, left B) left, right
C) right, right D) left, left
30N
A
0.2m
0.75m
a
G•
CONCEPT QUIZ
![Page 16: EQUATIONS OF MOTION: GENERAL PLANE MOTIONfaculty.mercer.edu/jenkins_he/documents/Section17-5.pdfSolution: The moment of inertia of the culvert about G is I G = m(r)2 = (500)(0.5)2](https://reader036.vdocuments.us/reader036/viewer/2022071609/61489e0f2918e2056c22cde9/html5/thumbnails/16.jpg)
Dynamics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
Find: The culvert’s angular acceleration when the truck has
an acceleration of 3 m/s2.
Plan: Follow the problem-solving procedure.
Given: The 500-kg
concrete culvert has
a mean radius of
0.5 m. Assume the
culvert does not
slip on the truck bed
but can roll, and you
can neglect its
thickness.
GROUP PROBLEM SOLVING
![Page 17: EQUATIONS OF MOTION: GENERAL PLANE MOTIONfaculty.mercer.edu/jenkins_he/documents/Section17-5.pdfSolution: The moment of inertia of the culvert about G is I G = m(r)2 = (500)(0.5)2](https://reader036.vdocuments.us/reader036/viewer/2022071609/61489e0f2918e2056c22cde9/html5/thumbnails/17.jpg)
Dynamics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
Solution:
The moment of inertia of the culvert about G is
IG = m(r)2 = (500)(0.5)2 = 125 kg·m2
Draw the FBD and Kinetic Diagram.
0.5m
A
G
N
F
500(9.81) N
0.5m
A
500 aG
125a
G=
x
y
GROUP PROBLEM SOLVING (continued)
![Page 18: EQUATIONS OF MOTION: GENERAL PLANE MOTIONfaculty.mercer.edu/jenkins_he/documents/Section17-5.pdfSolution: The moment of inertia of the culvert about G is I G = m(r)2 = (500)(0.5)2](https://reader036.vdocuments.us/reader036/viewer/2022071609/61489e0f2918e2056c22cde9/html5/thumbnails/18.jpg)
Dynamics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
+ MA = (Mk)A
0 = 125 a – 500 aG (0.5) (1)
Equations of motion: the moment equation of motion about A
0.5m
A
G
N
F
500(9.81) N
0.5m
A
500 aG
125a
G=
x
y
GROUP PROBLEM SOLVING (continued)
![Page 19: EQUATIONS OF MOTION: GENERAL PLANE MOTIONfaculty.mercer.edu/jenkins_he/documents/Section17-5.pdfSolution: The moment of inertia of the culvert about G is I G = m(r)2 = (500)(0.5)2](https://reader036.vdocuments.us/reader036/viewer/2022071609/61489e0f2918e2056c22cde9/html5/thumbnails/19.jpg)
Dynamics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
aG = aA + a rG/A − 2 rG/A
aG i = 3 i + a k 0.5 j − 2(0.5) j
= (3 −0.5 a) i − 2(0.5) j
Since the culvert does not slip at A,
aA = 3 m/s2.
Apply the relative acceleration
equation to find a and aG.
0.5m
A
aG
a,
G
x
y
(aA)t
(aA)n
Equating the i components,
aG = (3 − 0.5 a) (2)
Solving Equations (1) and (2) yields
a = 3 rad/s2 and aG = 1.5 m/s2
GROUP PROBLEM SOLVING (continued)
![Page 20: EQUATIONS OF MOTION: GENERAL PLANE MOTIONfaculty.mercer.edu/jenkins_he/documents/Section17-5.pdfSolution: The moment of inertia of the culvert about G is I G = m(r)2 = (500)(0.5)2](https://reader036.vdocuments.us/reader036/viewer/2022071609/61489e0f2918e2056c22cde9/html5/thumbnails/20.jpg)
Dynamics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.
2. Select the equation that best represents the “no-slip”
assumption.
A) Ff = s N B) Ff = k N
C) aG = r a D) None of the above
1. A slender 100 kg beam is suspended by a
cable. The moment equation about point A is?
A) 3(10) = 1/12(100)(42) a
B) 3(10) = 1/3(100)(42) a
C) 3(10) = 1/12(100)(42) a + (100 aGx)(2)
D) None of the above
4m
10 N
3m
A
ATTENTION QUIZ
![Page 21: EQUATIONS OF MOTION: GENERAL PLANE MOTIONfaculty.mercer.edu/jenkins_he/documents/Section17-5.pdfSolution: The moment of inertia of the culvert about G is I G = m(r)2 = (500)(0.5)2](https://reader036.vdocuments.us/reader036/viewer/2022071609/61489e0f2918e2056c22cde9/html5/thumbnails/21.jpg)
Dynamics, Fourteenth EditionR.C. Hibbeler
Copyright ©2016 by Pearson Education, Inc.All rights reserved.