me450 2 translational unfilled
TRANSCRIPT
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Translational MechanicalSystems
System Variables
Ideal System Modeling Elements
Series and Parallel Connections of Elements
Interconnection (Physical) Laws
Derive Equation of Motion (EOM) - SDOF
Energy Transfer
Derive Equation of Motion (EOM) - MDOF
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Mechanical and Nuclear Engineering
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System Variables
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f : force [N] (T variable)
v : velocity [m/sec] (A variable)
x : displacement [m]
a : acceleration [m/sec2]
p : power [Nm/sec]
w : work ( energy ) [Nm]
1 [Nm] = 1 [J] (Joule)
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Mechanical and Nuclear Engineering
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Real Spring Distributed system
Spring mass (may be considered
into the lumped model).
In large displacement operation
springs are nonlinear.
SpringEnergy Storage (Stiffness) element
Idealization
Massless
No Damping
LinearElemental equation
Energy stored
System Modeling Elements (Idealized)
3
K
(x2 -x1)
fS
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Mechanical and Nuclear Engineering
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System Modeling Elements (Idealized)
DamperEnergy Dissipation (Friction) element
Elemental equation
4
MassEnergy Storage (Inertia) element
Elemental equation
Energy stored
x2x1
fDfD
x
f1
f2
f3M
http://en.wikipedia.org/wiki/Dashpot
http://en.wikipedia.org/wiki/Door_closer
Energy Dissipation Rate
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Mechanical and Nuclear Engineering
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Series Connection
Spring in Series
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x1 x2
fSfSKEQ
x1 x2
fS
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Mechanical and Nuclear Engineering
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Series Connection
Damper in Series
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x1 x2
fDfD
x2
fD
x1
fDB1 B2 BEQ
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Mechanical and Nuclear EngineeringpennState
Parallel Connection
Spring in Parallel
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KEQ
x1 x2
fS
x1 x2
fSfSK1
K2
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Mechanical and Nuclear EngineeringpennState
Parallel Connection
Damper in Parallel
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x2
fD
x1
fDBEQ
fDfDB1
B2
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Mechanical and Nuclear EngineeringpennState
Interconnection Laws
Newtons Third Law
- Action & Reaction Force
Ensure the continuity of the force in the system
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K
M
x x
sfsfsf
0
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Modeling Steps
Identify reference point and positive direction.
Draw Free-Body-Diagram (FBD) for each basic element.
Write Elemental Equations as well as InterconnectingEquations by applying Newtons third laws.
Obtain Equations of Motion (EOM): Combine Equationsby eliminating intermediate variables. (Check: # eq = #unknown = #DOF)
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Mechanical and Nuclear EngineeringpennState
Lumped Model of a Flexible Beam
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x
K
M
K,M
x
B,K,Mxxs
f
K
M
B
g
f
x
Vertical Beam, horizontal deflection Horizontal Beam, vertical deflection
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Mechanical and Nuclear EngineeringpennState
Vertical Single Degree of Freedom(SDoF) System
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B,K,Mx
xs
f
K
M
B
g
f
x
Draw Free-Body-Diagram (FBD)
M
x
sx
dx
Write Elemental Equations
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Suspension System (without tiremodel)
Suspension System Minimize the effect of the surface
roughness of the road on thedrivers comfort.
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http://www.phelpsandwilliams.co.uk/suspension
K
M
B
x
xpx
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Horizontal Two Degree of Freedom(TDoF) System
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DOF = 2
2f
K
1K
1B
1M
K2
M
2B
2K
1x 2x
1f
Absolute coordinates
FBD
1x 2x
2f
K
1 1K x
1 1B x
1M
K2
M
2 2 1
B x x-
2 2 1
K x x-
1f
Newtons law
1 1 1 1 1 1 2 2 1 2 2 1 1
2 2 2 2 1 2 2 1 2
M x B x K x B x x K x x f t
M x B x x K x x f t
- - - -
- - - -
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Horizontal Two Degree of Freedom(TDoF) System
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2f
K
1K
1B
1M
K2
M
2B
2K
1f
Absolute coordinates
1 1 1 2 1 1 2 1 2 2 2 2 1M x B B x K K x B x K x f t - - 2 2 2 2 2 2 2 1 2 1 2M x B x K x B x K x f t - -
Relative coordinates
1 1 1 1 1 1 2 21 2 21 1M x B x K x B x K x f t - - 2 1 2 21 2 21 2 21 2M x M x B x K x f t
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Two DoF System, Matrix Form of EoM
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Absolute coordinates
1 1 1 2 2 1 1 2 2 1 1
2 2 2 2 2 2 2 2 2
0
0
M x B B B x K K K x f t
M x B B x K K x f t
- - - -
Relative coordinates
1 1 1 2 1 1 2 1 1
2 2 21 2 21 2 21 2
0
0 0
M x B B x K K x f t
M M x B x K x f t
- -
2f
K
1K
1B
1M K
2M
2B
2K
1f
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Suspension System (with tire model)Vertical Two DoF System (cont.)
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M2
M1
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Suspension System (with tire model)Vertical Two DoF System (cont.)
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Matrix Form
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Energy Distribution of a System
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EOM of a simple Mass-Spring-Damper System
We want to look at the energy distribution of the system. How should we start ?
TotalContribution Contribution ContributionApplied Forceof Inertia of the Damper of the Spring
( )M x Bx K x f t
x
K
M
Bf
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