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Transcript of 20100205043742!530_343lecture05
8/7/2019 20100205043742!530_343lecture05
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ME 530.343: Design and Analysis of Dynamic SystemsSpring 2009
Lecture 5 – Mass-Spring Systems andEquivalent Mechanical Systems
Wednesday, February 11, 2009
1 Today’s Objectives
Purpose of today’s lecture:
• Degrees of freedom
• Identify equivalent systems: meqx + beqx + keqx = f eq
• Springs and dampers in series and in parallel
Reading: Palm Chapter 4.1, 4.2, 4.4, 4.5 (ignore Laplace transform examples for now)
2 Degrees of Freedom
To begin modeling any dynamic system, you first know how many degrees of freedom there are inthe system. This will tell you:
• How many equations of motion you will finding
• The size of the matrix equation describing the system (if you need to put it in that form, as wewill in the last half of this course)
• How many and which system variables you will select
The number of degrees of freedom is the number of parameters that can be independently
varied in a system.
Test for simple mass-spring-damper systems: Can you hold one mass in a mechanical system at aconstant position, but still move another mass in the system?
mm
k
For complex or continuous systems (e.g., buildings), the concept of (finite) degrees of freedom is notas well defined. You typically want to create a model that has enough degrees of freedom to appro-priately characterize the system’s behavior, but not so many that the computational requirementsare too high.
1
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3 Equivalent System Example
x x x x x x x x x x x x x x x x x x x
k
k m
1
m
b
y
x
r J
q
r
1 1
1
2
2
2
m
m
r
f f
f
f k1
b2
1
1
1
2
2
2
k2
f
f
r J
q
f
1 1
First question: How many degrees of freedom? 1Next question: In which variable(s) do we want to write the EOM? y
From last time, in terms of x:m1 + m2
r2r1
2+
J 1
r21
x + b
r2r1
2x + (k1 + k2)
r2r1
2x = 0
equivalent mass: meq = m1 + m2r22
r21
+ J 1r21
equivalent damping: beq = br22
r21
equivalent stiffness: keq = (k1 + k2)r22
r21
The equation of motion of a second order, one-degree-of-freedom system should always be of theform: meqx + beqx + keqx = f eq
Putting this in terms of y, we havem2 + m1
r1r2
2+
J 1
r22
y + by + (k1 + k2)y = 0 Left as an excercise to prove this!
So, for in terms of y, get a equivalent mass: meq = m2 + m1(r1
r2 )2
+J 1
r22equivalent damping: beq = b
equivalent stiffness: keq = k1 + k2
Note that this is quite different!
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4 Elements in Parallel and in Series
What is meant by “parallel” and “series”?
Springs:
m
f
k
ym
m
y
x
k
k 1
k1
k1
k2
k2
1
2
2
k
mf
f
f
f
x
y
k2
Parallel: my = −f k1 − f k2my = −k1y − k2y
my + (k1 + k2)y = 0=⇒ keq = k1 + k2
Series: 0 = −f k1 + f k2f k1 = k1y
f k2 = k2(x− y)mx = −f k2mx = −k2(x− y)f k1 = f k2 = k1y = k2(x− y)
(k1 + k2)y = k2xy = k2x
k1+k2
mx + k2(−y + x) = 0
mx + k2(− k2xk1+k2
+ k1+k2k1+k2
x) = 0
mx + k1k2k1+k2
x = 0
keq = k1k2k1+k2
1keq
= 1k1
+ 1k2
+ ...
Questions: in parallel or in series?
m
xxxxxxxxxxxxxx
xxxxxxxxxxxxxx
b b
b1
22
f
b1
x x x x x x x x x x x
x x x x x x x x x x x x x x x x x x x x x x
x x x x x
xxxx x x x x x x x x
x x x x x x x x x x x x x x x
x x x
x x
x x x x x x x x x
x x x x x x x x x x x x x x x x
x x xxx x x x x
x x x x x x x
x x
x x x x
3
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mixed systems:
m
y
q k k 2 2
11
J
q
k k
Laws for dampers → same thing!series: 1
beq= 1
b1+ 1
b2+ ...
parallel: beq = b1 + b2 + ...
4.1 Why are these simplifications useful?
Translational example
m
k 1 2
3
4
5
6
7
eq
k
k
k k
k
k
m
k
x
Want to write: meqx + keqx = 0. Exercise: compute meq and keq.
Rotational example:
m
J
q
J1
1
2
2
3
3
4
4
JJ
xxx
xxx
xxxxxx
b b b
b
x
meqx + beqx = 0 or J eqθ + beq θ = 0
Exercise: compute J eq and beq.
4
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4.2 Example: Modeling the human fingertip
m
y
k k
k 1 1
2 2
eq eq
3
b
b
bk
m
y
1beq
= 1b1
+ 1b2→ beq = b1b2
b1+b2keq2,3 = k2 + k31
keq= 1
k1+ 1
keq2,3→ keq =
k1keq2,3k1+keq2,3
keq = k1(k2+k3)k1+k2+k3
meqx + beqx + keqx = 0
5 Revisit Example From Lecture 4
m
xxxxxxxxxxxxxxxxxxx
b
k
1
1
1
2
2
2
3
b
m
xxxxxxxxxxxxxx k
b
First question: How many degrees of freedom? 2
Next question: In which variable(s) do we want to write the EOM? x1 and x2
Note: x2 is defined with respect to movement of first block, x1Recall from last time:
mass 1: m1x1 = f k1 + f b2 − f b1 − f b3= −k1x1 + b2x2 − b1x1 − b3x1
m1x1 + (b1 + b3) beq
x1 + k1x1 − b2x2 = 0
5
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