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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

    pennState

    System Variables

    2

    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)

    ME450-Translational

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    Mechanical and Nuclear Engineering

    pennState

    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

    ME450-Translational

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    Mechanical and Nuclear Engineering

    pennState

    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

    ME450-Translational

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    Mechanical and Nuclear Engineering

    pennState

    Series Connection

    Spring in Series

    5

    x1 x2

    fSfSKEQ

    x1 x2

    fS

    ME450-Translational

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    Mechanical and Nuclear Engineering

    pennState

    Series Connection

    Damper in Series

    6

    x1 x2

    fDfD

    x2

    fD

    x1

    fDB1 B2 BEQ

    ME450-Translational

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    Mechanical and Nuclear EngineeringpennState

    Parallel Connection

    Spring in Parallel

    7

    KEQ

    x1 x2

    fS

    x1 x2

    fSfSK1

    K2

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    Mechanical and Nuclear EngineeringpennState

    Parallel Connection

    Damper in Parallel

    8

    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

    9

    K

    M

    x x

    sfsfsf

    0

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    Mechanical and Nuclear EngineeringpennState

    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

    11

    x

    K

    M

    K,M

    x

    B,K,Mxxs

    f

    K

    M

    B

    g

    f

    x

    Vertical Beam, horizontal deflection Horizontal Beam, vertical deflection

    ME450-Translational

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    Mechanical and Nuclear EngineeringpennState

    Vertical Single Degree of Freedom(SDoF) System

    12

    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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    Mechanical and Nuclear EngineeringpennState

    Suspension System (without tiremodel)

    Suspension System Minimize the effect of the surface

    roughness of the road on thedrivers comfort.

    14

    http://www.phelpsandwilliams.co.uk/suspension

    K

    M

    B

    x

    xpx

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    Mechanical and Nuclear EngineeringpennState

    Horizontal Two Degree of Freedom(TDoF) System

    16

    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

    - - - -

    - - - -

    ME450-Translational

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    Mechanical and Nuclear EngineeringpennState

    Horizontal Two Degree of Freedom(TDoF) System

    17

    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

    ME450-Translational

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    Mechanical and Nuclear EngineeringpennState

    Two DoF System, Matrix Form of EoM

    18

    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

    ME450-Translational

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    Mechanical and Nuclear EngineeringpennState

    Suspension System (with tire model)Vertical Two DoF System (cont.)

    20

    M2

    M1

    ME450-Translational

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    Mechanical and Nuclear EngineeringpennState

    Suspension System (with tire model)Vertical Two DoF System (cont.)

    21ME450-Translational

    Matrix Form

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    Mechanical and Nuclear EngineeringpennState

    Energy Distribution of a System

    22

    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

    ME450-Translational