Class - 5 Bounce and Pitch

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    Vehicle Ride

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    Dynamic System & Excitations

    Vehicle Excitations:

    1. Road profile & roughness2. Tire & heel excitation!. Dri"eline excitation

    #. Engine excitation

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    Road Excitation

    $ Road excitation is the road profile or the road ele"ation along theroad and includes e"erything from smooth roads% potholes to'urang'an la(u)

    $ Road ele"ation profiles are measured using high speed

    profilometers

    V

    * + distance ,m-   R  o  a   d

       E   l  e  "  a   t   i  o  n   ,  m  m   -

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    Statistical Road rofile

    /0, - /3415,36-276,28-2

    9here

    /0,- SD amplitude ,feet26cycle6foot-  a"e numer ,cycle6ft-

    /3  roughness parameter 

      1.2; x 13; + rough roads  1.2; x 13< + smooth roads

     3  cut=off a"e numer 

      3.3; cycle6foot + asphalt road  3.32 cycle6foot = concrete road

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    Road Surface oer Spectral DensitySD

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    Tire&9heel >ssemly Excitation

    $ ?ass imalance m r @2

    $ Tire6heel dimensional "ariation

    $ Tire radial stiffness "ariation

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    Dri"eline Excitation

    $ ?ass imalance + >symmetry of rotating parts + Shaft may e off=center on its supporting flange + Shaft may not e straight + Shaft is not rigid and may deflect

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    Engine Excitation

    $ TorAue output to the dri"e shaft from thepiston engine is not uniform. Bt has 2components + Steady state component + Superimposed torAue "ariations

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    Ride Bsolation

    Road roughness

    excitation

    9heel6tire%Dri"eline excitation

    Engine excitation

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    Suspension arameters

    ? + Sprung mass% 'g ,ody% frame% engine% transmission% etc.-m + Cnsprung mass% 'g ,dri"eline% heel assemly% chassis% etc.-

    s + Suspension stiffness% 6mm ,spring stiffness-

    t = Tire Stiffness% 6mm ,tire stiffness-

    Fs = Suspension damping% .sec6m ,damper-

    G + sprung mass displacement

    Gu + unsprung mass displacement

    Gr  = road ele"ation

    H + Horce on the sprung mass ,engine excitation-

    H + Horce on the unsprung mass ,heel6tire or dri"eline excitation-

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    Ride roperties

    Ride Rate% RR sIt6,s 5 t- 6mm

    Ride HreAuency f n  JRR6?6,2I8- K0

    Damped HreAuency% f d  f n J1=L2  K0

    9here

    L damping ratio Fs6J#s? M

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    Suspension Tra"el

    Static suspension deflection 96s ?g6s ,mm-Ride HreAuency 3.1;NJs6?

    Kence%

    Ride freAuency 3.1;NJg6static deflection ,K0-

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    Vehicle ResponseEAuations of ?otion

    ?IG) 5 FsIGO 5 sIG FsIGOu 5 sIGu 5 H ===================== ,1-

    mIG)u 5 FsIGOu 5,s5t-IGu  FsIGO 5 sIG 5 tIGr  5 H= === ,2-

    Dynamic HreAuency Responses:

    G)6G)r   Kr ,f- ,>r  5 ( Pr -6,D 5 ( E- ============================ ,!-

    ?G)6H  K,f- ,> 5 ( P-6,D 5 ( E- ======================= ,#-

    ?G)6H  K,f- ,> 5 ( P-6,D 5 ( E- ======================= ,;-

    9here ( J=1 = complex operator 

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    Vehicle Response

     >r   1I2  Pr   1IFI28f 

     >  2I,28f-2  P  FI,28f-

    !

     >  QI,28f-#

     + ,152-I,28f-2

      P  FI,28f-!

     

    D QI,28f-# + ,152IQ52-I ,28f-2 5 1I2

    E 1IFI,28f- + ,15Q-IFI,28f-!

     >nd Q m6?% F Fs6?% 1  t6?% 2  s6?

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    Vehicle Response

          K   ,   f   -   

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    ser"ations$  >t lo freAuency% gain is unity. Sprung mass mo"es as the road input

    $  >t aout 1 K0% sprung mass resonates on suspension ith amplification$  >mplitude depends on damping% 1.; to ! for cars% up to ; for truc's$  >o"e resonant freAuency% response is attenuated$  >t 13=12 K0% un=sprung mass goes into resonance ,heel hop-

    $ Sprung mass response gain to heel excitation is 3 at 3 freAuency asthe force on the axle is asored y the tire$ Resonance occurs at heel hop freAuency% gain is 1 and axle force

    "ariation is directly transferred to sprung mass$ Sprung mass response gain to engine excitation reaches maximum at

    sprung mass resonance$  >t higher freAuencies gain ecomes unity as displacements ecome

    small% suspension forces do not change and engine force is asoredy sprung mass acceleration

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    Bsolation of Road >cceleration/0,f- Kr ,f-

    2I/0r ,f-

    9here: /0,f- acceleration SD of the sprung mass

      K,f- response gain for road input

      /0r ,f- acceleration SD for the road input

    R?S acceleration sArt 4area under /0,f- "s f cur"e7

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    R?S >cceleration FalculationRoad profile acceleration poer spectral density SD

    / /0r ,f- =!.;2! hen /,f- U 3

    / /0r ,f- =!.;2! 5 /,f- hen /,f- 3

    HreAuency Response Hunction K,f-

    Sprung mass acceleration poer spectral density SD

    /0s ,f- K,f-2 /0r ,f-

    R?S acceleration area under the cur"e

          /    0    r

       /  0  s

          K   ,   f   -

       

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    R?S >cceleration Falculation

    Step 1 : Falculate road surface SD for each freAuency from 3.1 K0 to 23 K0

    Step 2 : HreAuency response function for each freAuency from 3.1 K0 to 23 K0

    Step ! : Falculate "ehicle acceleration SD for each freAuency from  3.1 K0 to 23 K0

    Step #: Falculate area under the cur"e found in Step !.

    Step ;: That is R?S acceleration. NNM confidence that the "ehicle

      acceleration ill not exceed !IR?S

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     >lloale "iration le"els

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    Suspension Stiffness

       >  c  c  e   l  e  r  a   t   i  o  n

       .   S   D

    ote: softer suspension reduces acceleration le"el

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    Suspension Damping

    ote: higher damping ratio reduces resonance pea'% ut increases  gain at higher freAuencies

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    Suspension Design

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    9heel Kop Resonance

    9heel hop resonant freAuency

    f a  3.1;NJ,t5s-6m

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    Pounce6itch HreAuencies

    EAuations of ?otion

      G) 5 WG 5 XY 3

      Y) 5 XG6Z2 5 [Y 3

    9here% W ,f 5r -6?

      X ,r Ic=f I-6?

      [ ,f I25

    r Ic2-6?Z2 

    f   front ride rate

    r   rear ride rate

    as shonc as shon

    By  pitch inertia

    Z radius of gyration

      sArt,By6?-

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    Pounce6itch HreAuencies

    @12  ,W5[-62 5 ,W=[-26#5 X2Z2

    @22  ,W5[-62 = ,W=[-26#5 X2Z2

    f 1  @1628 K0

    f 2  @2628 K0

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    Cncoupled HreAuenciesHront Ride HreAuency Jf 6? 6,28- K0

    Rear Ride HreAuency Jr 6? 6,28- K0

    itch HreAuency JY6By 6,28- K0

    Roll HreAuency J\6Bx 6,28- K0

    9here

    Y  ,f I25r Ic

    2- pitch stiffness

    \  ,f 5r -It262 roll stiffness

    By  3.21;#?2  pitch moment of inertia

    Bx  3.1#];?t2  roll moment of inertia

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    lleyOs criteria for good ride

    $ Spring center should e at least "oid spring center at F./.% poor ride due to uncoupled motion

    $ DB Z26c 1% happens for cars ith sustantial o"erhang. itchfreAuency U ounce freAuency% front ride freAuency U rear ridefreAuency% good ride

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    Suspension System Design

    Vehicle

    $Spring Rate$Tire Rate$Jounce/Rebound Clearance$Shock Rate$Unsprung Mass

    Mass, C.G.

    Roll Inertia

    itch Inertia

    !heelbase, Tread

    RMS "cceleration

    RMS Susp Tra#el

    $re%uencies

    &lle'(s Criteria

    Road S)