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8/17/2019 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 -
f
f
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)