16 Suspension 3

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  • 1 of 39

    Determination of anti-pitch geometry acceleration [1/3]

    Similar to anti-squat

    Opposite direction of DAlemberts forces.

    Front wheel forces and effective pivot locations Figure 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 square brackets is zero.

    anti-squat and anti-pitch performance depends on the following vehicle properties suspension geometry, suspension stiffnesses (front and rear) and Tractive force distribution.

  • 4 of 39

    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 act directly 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 at A plus a moment (the roll moment) Ms about the roll 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

    Tf and Tr are the front and rear track widths of the vehicle

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    Load transfer due to sprung mass inertia force

    The sprung mass is distributed to the roll centers at front and rear axles. Centrifugal force distribution is Corresponding load transfers 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

  • 10 of 39

    Steel springs

    Semi-elliptic springs earliest developments in motor vehicle

    Robust and simple used for heavy applications

    Hotchkiss type- to provide both vertical compliance and lateral constraint for the wheel travel

    change in length of the spring produced by bump loading is accommodated by the swinging shackle

    Leaf spring design

    Figure from Smith,2002

  • 11 of 39

    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 the number, length, width and thickness of the leaves

    Angling of the shackle link used to give a variable rate

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

    Figure from Smith,2002

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    Coil springs

    Light and compact form of compliance for weight and packaging constraints

    Little maintenance and provides Opportunity for co-axial mounting with a damper Variable rate springs produced either by varying the

    coil 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 of spring and consequently very cheap

    The principle of operation is to convert the applied load FW into a torque FW R producing twist in the bar

    Stiffness related to diameter, length of the torsion bar and the torsion modulus of the material

    Principle of operation of a torsion bar spring

    Figure from Smith,2002

  • 14 of 39

    Hydro-pneumatic springs

    Spring is produced by a constant mass of gas (typically nitrogen) in a variable volume enclosure

    As the wheel deflects in bump, the piston moves upwards transmitting the motion to the fluid and compressing the gas via the flexible diaphragm

    The gas pressure increases as its volume decreases to produce a hardening spring characteristic

    Systems are complex (and expensive) 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 bar

    connected to the wheel supports and

    Central length of bar attached to body of the vehicle

    Attachment points need to be selected to ensure that bar is subjected to Torsional loading without bending

    Anti-roll bar layout

    Figure from Smith,2002

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    Anti-roll bars (stabilizer)

    Conditions: One wheels is lifted relative to

    the other, half the total anti-roll stiffness acts downwards on the wheel and the reaction on the vehicle body tends to resist body roll.

    If both wheels lift by the same amount the bar is not twisted and there is no transfer of load to the vehicle body.

    If the displacements of the wheels are mutually opposed (one wheel up and the other down by the same amount), the full effect of the anti-roll stiffness is 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 piston

    Damper types, (a) dual tube damper, (b) free-piston monotube damper

    Figure from Smith,2002

  • 18 of 39

    Dampers types and characteristics

    In dealing with road surface undulations in the bump direction (damper being compressed) relatively low levels of damping are required compared with the rebound motion (damper being extended)

    These requirements lead to damper characteristics which are asymmetrical when plotted on force-velocity axes

    Ratios of 3:1 Damper characteristics

    Figure from Smith,2002

  • 19 of 39

    Dampers types and characteristics

    Damper designs are achieved by a combination of orifice flow and flows through spring-loaded one-way valves At low speeds orifices are

    effective At higher pressure valves

    open up

    lot of scope for shaping and fine tuning of damper characteristics

    Shaping of damper characteristics

    Typical curves for a three position (electronically) adjustable damper

    Figure from Smith,2002

  • 20 of 39

    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

  • 21 of 39

    Road surface roughness and vehicle excitation

    Substituting

    The variation of S( f ) for a vehicle traversing a poor minor road at 20 m/s is shown

    Figure from Smith,2002

  • 22 of 39

    Human response to whole body vibration

    Human body complex 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

  • 23 of 39

    Human response to whole body vibration

    Motion sickness (kinetosis) low frequency , normally in ships

    ISO 2631 (ISO, 1978) and the equivalent British Standard BS 6841 (BSI, 1987)

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

    The criteria are specified in terms of Direction of vibration input to the human torso Acceleration magnitude Frequency of excitation Exposure duration

  • 24 of 39

    Human response to whole body vibration

    Most sensitive frequency range for vertical vibration is from 48 Hz corresponding to the thoraxabdomen resonance

    most sensitive range for transverse vibration is from 1 to 2 Hz corresponding to headneck resonance

    ISO 2631 discomfort boundaries 0.1 to 0.63 Hz for motion

    sickness. most sensitive range is from 0.1

    to 0.315 Hz

    Whole-body RCB vibration criteria, (a) RCB for vertical (z-axis) vibration (b) RCB for lateral (x and 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 for the vehicle body (pitch, bounce and roll)

    Vertical degree of freedom at each of the four unsprung masses.

    This model allows the pitch, bounce and roll

    The suspension stiffness and damping rates are derived from the individual spring and damping units Full vehicle model

    Figure from Smith,2002

  • 26 of 39

    Analysis of vehicle response to road excitation

    Much useful information can be derived from simpler vehicle models.

    The two most often used for passenger cars are the half-vehicle model and the quarter vehicle model.

    These have four and two degrees of freedom respectively.

    Reduced number of degrees of freedom

    In the case of the half vehicle model, roll information is lost and for the quarter vehicle model pitch 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 bounce characteristics

    Equivalent stiffness is calculated as

    Generalized co-ordinates are 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

    <

    If wnf < wnr, Tnf > 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 or wheel hop

    Suspension designer has selection of characteristics and parameter values for suspension springs and dampers to achieve the desired suspension performance

  • 32 of 39

    Suspension performance analysis

    Lowest transmissibility (best ride) is produced with the softest suspension

    good road holding requires a hard suspension low transmissibility at the

    wheel-hop frequency and in the mid-frequency range between the two resonances 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

  • 33 of 39

    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 of damping, but results in poor isolation in the mid-frequency

    Wheel-hop resonance also requires high levels of damping for its control, 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 damper non-linearities,

    random road excitation assessment of ride, tyre force

    fluctuation and clearance space limitations

    highly non-linear analysis Requires simulations in the

    time domain ISO weighted acceleration

    response of the sprung mass denoted by the Discomfort Parameter 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-board

    pump controlled by signals derived from transducers fitted to the sprung and unsprung masses.

    Signals are processed in a controller according to some control law to produce a controlled force at the actuator

    With practical limitations taken into account, ride can be improved by 2030% for the same wheel travel and dynamic tire load when compared with a passive suspension

    Fully active suspension

    Figure from Smith,2002

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    Slow active controlled suspensions

    Low bandwidth (up to approximately 6 Hz).

    The aim of this form of suspension is to control the body mode to improve ride.

    Above its upper frequency limit it reverts to a conventional passive system which cannot be bettered for control of the wheel-hop mode.

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

    The potential performance gains are less than those for a fully active systems, but the viability is much improved.

    Slow active suspension

    Figure from Smith,2002

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    Another Controllable suspension

    Passive damper is replaced with a controllable one.

    Designed to produce a controlled force when called upon to dissipate energy and then switches to a notional zero damping state when called upon to supply energy.

    Performance potential of this suspension closely approaches that of a fully active system under certain conditions, but the hardware and operational costs of this type of suspension are considerably less

    Performance is impaired by changes in payload which alter the suspension working space : overcome by combining the controllable damper with some form of self-leveling system

    Semi-active suspension

    Figure from Smith,2002