AutoMobile Suspension

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    Determination of anti-pitch geometry

    acceleration [1/3]

    Similar to anti-squat

    Opposite direction of

    DAlemberts forces.

    Front wheel forces and effective pivot locationsFigure from Smith,2002

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    Determination of anti-pitch geometry

    acceleration [2/3]

    It follows that the change in the front spring force

    is:

    where kf= front suspension stiffness.

    Similarly for the rear wheels.

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    Determination of anti-pitch geometry

    acceleration [3/3]Pitch angle

    Zero pitch occurs when = 0, i.e. when the term in squarebrackets is zero.

    anti-squat and anti-pitch performance depends on thefollowing vehicle properties suspension geometry,

    suspension stiffnesses (front and rear) and

    Tractive force distribution.

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    Lateral load transfer during cornering

    Notation and assumptions in the analysis are:

    G is the sprung mass centre of gravity;

    The transverse acceleration at G due to

    cornering is a;

    The sprung mass rolls through the angle

    about the roll axis; The centrifugal (inertia) force on the

    sprung mass msa acts horizontally through

    G;

    The gravity force on the sprung mass msg

    acts vertically downwards through G;

    The inertia forces mufa and mura actdirectly on the unsprung masses at the

    front and rear axles. Each transfers load

    only between its own pair of wheels.Steady-state cornering analysis

    Figure from Smith,2002

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    Load transfer due to the roll moment

    [1/2]

    Replace the two forces at G with the same forces atA plus a moment (the roll moment) Ms about theroll axis, i.e

    Assuming linear relationship between M and

    M = ks

    ks = total roll stiffness

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    Load transfer due to the roll moment

    [2/2]

    ksf+ ksr = ks Load transfer sin two axles are

    Tfand Tr are the front and rear track widths of thevehicle

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    Load transfer due to sprung mass

    inertia force

    The sprung mass isdistributed to the rollcenters at front and rearaxles.

    Centrifugal forcedistribution is

    Corresponding loadtransfers are

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    Load transfer due to the unsprung

    mass inertia forces

    Total load transfer

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    Suspension components

    Need for compliance between unsprung and sprung mass.

    Requirements:

    Good isolation of the body(Good ride) Soft response Inconsistent with roll resistance in cornering

    Roll stiffening using ant-roll bars Spring can hit limits

    Additional springs as bump stops

    Prevent high frequency vibration from being transmitted Use rubber bush connections

    Good road grip (Good handling) Hard response

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    Steel springs

    Semi-elliptic springs earliest developments inmotor vehicle

    Robust and simple usedfor heavy applications

    Hotchkiss type- to provideboth vertical complianceand lateral constraint forthe wheel travel

    change in length of thespring produced by bumploading is accommodatedby the swinging shackle

    Leaf spring design

    Figure from Smith,2002

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    Leaf spring analysis

    Wheel load FW , is vertical.

    FC is parallel to the shackle

    Two load member

    The stiffness (rate) of the

    spring is determined by thenumber, length, width andthickness of the leaves

    Angling of the shackle linkused to give a variable rate

    When the angle < 90 ,the spring rate will increase(i.e. rising rate) with bumploading

    Figure from Smith,2002

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    Coil springs

    Light and compact form of compliance for weight andpackaging constraints

    Little maintenance and provides

    Opportunity for co-axial mounting with a damper

    Variable rate springs produced either by varying thecoil diameter and/or pitch of the coils along its length

    Disadvantages:

    Low levels of structural damping, there is a possibility

    of surging (resonance along the length of coils) Spring as a whole does not provide any lateral support

    for guiding the wheel motion.

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    Torsion bars

    Very simple form ofspring and consequentlyvery cheap

    The principle of operation

    is to convert the appliedload FW into a torque FW R producing twist in thebar

    Stiffness related to

    diameter, length of thetorsion bar and thetorsion modulus of thematerial Principle of operation of a torsion bar spring

    Figure from Smith,2002

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    Hydro-pneumatic springs

    Spring is produced by aconstant mass of gas (typicallynitrogen) in a variable volumeenclosure

    As the wheel deflects in bump,

    the piston moves upwardstransmitting the motion to thefluid and compressing the gasvia the flexible diaphragm

    The gas pressure increases asits volume decreases to

    produce a hardening springcharacteristic

    Systems are complex (andexpensive) and maintenance

    Principles of a hydro-pneumatic

    suspension spring

    Basic diaphragm accumulator spring

    Figure from Smith,2002

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    Anti-roll bars (stabilizer)

    Reduce body roll

    Ends of the U-shaped barconnected to the wheelsupports and

    Central length of barattached to body of thevehicle

    Attachment points needto be selected to ensure

    that bar is subjected toTorsional loading withoutbending

    Anti-roll bar layout

    Figure from Smith,2002

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    Anti-roll bars (stabilizer)

    Conditions:

    One wheels is lifted relative tothe other, half the total anti-rollstiffness acts downwards on thewheel and the reaction on thevehicle body tends to resist body

    roll. If both wheels lift by the same

    amount the bar is not twisted andthere is no transfer of load to thevehicle body.

    If the displacements of the

    wheels are mutually opposed(one wheel up and the otherdown by the same amount), thefull effect of the anti-roll stiffnessis produced.

    Roll bar contribution to total roll stiffness

    Total roll stiffness krs is equal to the sum

    of the roll-stiffness produced by the

    suspension springs kr,sus and the roll

    stiffness of the anti-roll bars kr,ar,

    Figure from Smith,2002

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    Dampers types and characteristics

    Frequently called shock

    absorbers

    Main energy dissipators

    in a vehicle suspension Two types: dual tube,

    Mono tube.

    In mono tube Surplus fluid

    accommodated by gas

    pressurized free pistonDamper types, (a) dual tube damper,

    (b) free-piston monotube damper

    Figure from Smith,2002

    f

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    Dampers types and characteristics

    In dealing with road surfaceundulations in the bumpdirection (damper beingcompressed) relatively lowlevels of damping are

    required compared with therebound motion (damperbeing extended)

    These requirements lead todamper characteristics

    which are asymmetricalwhen plotted on force-velocity axes

    Ratios of 3:1 Damper characteristics

    Figure from Smith,2002

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    Dampers types and characteristics

    Damper designs areachieved by acombination of orificeflow and flows throughspring-loaded one-wayvalves At low speeds orifices are

    effective

    At higher pressure valvesopen up

    lot of scope for shapingand fine tuning of dampercharacteristics

    Shaping of damper characteristics

    Typical curves for a three position

    (electronically) adjustable damperFigure from Smith,2002

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    Road surface roughness and vehicle

    excitation

    Road surfaces have random profiles -> non-

    deterministic.

    Methods based on the Fourier transform

    Power spectral density S(n) of the height

    variations as a function of the spatial

    frequency n

    = the roughness coefficient

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    Road surface roughness and vehicle

    excitation

    Substituting

    The variation of S( f ) for a

    vehicle traversing a poorminor road at 20 m/s is

    shown

    Figure from Smith,2002

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    Human response to whole body

    vibration

    Human bodycomplex assemblage of linear and non-linear elements

    Range of body resonances - 1 to 900 Hz

    For a seated human 12 Hz (headneck)

    48 Hz (thoraxabdomen)

    Perception of vibration motions diminishes above 25

    Hz and emerges as audible sound. Dual perception (vibration and sound) up to several

    hundred Hz is related to the term harshness

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    Human response to whole body

    vibration Motion sickness (kinetosis) low frequency , normally in

    ships

    ISO 2631 (ISO, 1978) and the equivalent British Standard BS6841 (BSI, 1987)

    whole-body vibration from a supporting surface to eitherthe feet of a standing person or the buttocks of a seatedperson

    The criteria are specified in terms of

    Direction of vibration input to the human torso

    Acceleration magnitude Frequency of excitation

    Exposure duration

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    Human response to whole body

    vibration Most sensitive frequency range

    for vertical vibration is from 48Hz corresponding to the thoraxabdomen resonance

    most sensitive range for

    transverse vibration is from 1 to2 Hz corresponding to headneck resonance

    ISO 2631 discomfort boundaries 0.1 to 0.63 Hz for motion

    sickness.

    most sensitive range is from 0.1to 0.315 Hz

    Whole-body RCB vibration criteria, (a) RCB for

    vertical (z-axis) vibration (b) RCB forlateral (xand y axis vibration)Figure from Smith,2002

    RCB

    Reduced

    Comfort

    Boundary

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    Analysis of vehicle response to road

    excitation Most comprehensive of these

    has seven degrees of freedom

    Three degrees of freedom forthe vehicle body (pitch,bounce and roll)

    Vertical degree of freedom ateach of the four unsprungmasses.

    This model allows the pitch,bounce and roll

    The suspension stiffness anddamping rates are derivedfrom the individual spring anddamping units Full vehicle model

    Figure from Smith,2002

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    Analysis of vehicle response to road

    excitation Much useful information can be

    derived from simpler vehiclemodels.

    The two most often used forpassenger cars are the half-vehicle model and the quarter

    vehicle model. These have four and two degrees

    of freedom respectively.

    Reduced number of degrees offreedom

    In the case of the half vehicle

    model, roll information is lost andfor the quarter vehicle modelpitch information is also lost

    Half and quarter

    vehicle models, (a)

    half vehicle model,

    (b) quarter vehicle

    model

    Figure from Smith,2002

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    Response to road excitation

    Pitch and bouncecharacteristics

    Equivalent stiffness iscalculated as

    Generalized co-ordinatesare z and

    Notation for pitchbounce analysis

    Figure from Smith,2002

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    Response to road excitation

    Equations simplify as

    If B=0 the equations are uncoupled

    On a bump only pitching occurs not desired

    ,

    ,

    n bounce

    n pitch

    A

    C

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    Roots of the equation are

    Distance of O1 & O2 (Oscillation centres)from G

    Response to road excitation

    Figure from Smith,2002

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    Response to road excitation

    If inertia coupling ratio is

    O1 and O2 are at suspension centers

    it becomes a 2 DOF (2 mass) system

    (0.8 for sports cars ,1.2 for some front drive cars)

    No coupling of front and rear suspensions

    Two equivalent masses

    Tnr and on a bump

    one gets a feeling of in phase motion

    and minimal pitching

    better ride

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    Suspension performance analysis

    Quarter car model

    Frequency ranges

    Low - 1 to 2 Hz resonance of sprung mass

    High - 1011 Hz resonance of un-sprung orwheel hop

    Suspension designer has selection of

    characteristics and parameter values forsuspension springs and dampers to achievethe desired suspension performance

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    Suspension performance analysis

    Lowest transmissibility(best ride) is producedwith the softestsuspension

    good road holdingrequires a hardsuspension

    low transmissibility at thewheel-hop frequency andin the mid-frequency rangebetween the tworesonances Effect of suspension stiffness on sprung and

    unsprung mass transmissibilities, (a) sprung

    mass transmissibility, (b) unsprung mass

    transmissibility

    (a)

    (b)

    Figure from Smith,2002

    rs = kt/ks

    ride

    Road

    holding

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    Effect of Suspension Damping

    sprung and

    unsprung mass

    transmissibilities,

    (a) sprung mass

    transmissibility,

    (b) unsprung

    mass

    transmissibility

    Control of the sprung mass resonance requires high levels ofdamping, but results in poor isolation in the mid-frequency

    Wheel-hop resonance also requires high levels of damping for itscontrol, but with the same penalties in the mid-frequency range

    0.3 used for passenger cars

    Figure from Smith,2002

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    Refined non-linear analysis

    suspension spring and dampernon-linearities,

    random road excitation

    assessment of ride, tyre forcefluctuation and clearance

    space limitations highly non-linear analysis

    Requires simulations in thetime domain

    ISO weighted acceleration

    response of the sprung massdenoted by the DiscomfortParameter D is evaluated

    ISO weighting characteristic for

    vertical vehicle body acceleration

    Figure from Smith,2002

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    Controllable suspensions

    Hydraulic Control Speed of response, high

    bandwidth, up to 60 Hz

    Actuator is driven by an on-boardpump controlled by signalsderived from transducers fitted to

    the sprung and unsprung masses. Signals are processed in a

    controller according to somecontrol law to produce acontrolled force at the actuator

    With practical limitations taken

    into account, ride can beimproved by 2030% for thesame wheel travel and dynamictire load when compared with apassive suspension Fully active suspension

    Figure from Smith,2002

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    Slow active controlled suspensions

    Low bandwidth (up to approximately6 Hz).

    The aim of this form of suspension isto control the body mode to improveride.

    Above its upper frequency limit it

    reverts to a conventional passivesystem which cannot be bettered forcontrol of the wheel-hop mode.

    Such systems require much lesspower than the fully active system,with simpler forms of actuation.

    The potential performance gains are

    less than those for a fully activesystems, but the viability is muchimproved.

    Slow active suspension

    Figure from Smith,2002

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    Another Controllable suspension

    Passive damper is replaced with acontrollable one.

    Designed to produce a controlledforce when called upon to dissipateenergy and then switches to anotional zero damping state whencalled upon to supply energy.

    Performance potential of thissuspension closely approaches thatof a fully active system under certainconditions, but the hardware andoperational costs of this type ofsuspension are considerably less

    Performance is impaired by changesin payload which alter the suspensionworking space : overcome bycombining the controllable damperwith some form of self-levelingsystem

    Semi-active suspension