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Electrically assisted human powered vehicle
Configuration Specifications
                          Specification         Param. Name   Value     Unit
                          Number and                             2+1
                             configuration


                          Wheelbase             a+b              1.5    m

                          Track                 t                1.0    m

                          Height                h_cg             0.4    m




                          Distance from front   a                0.5    m
                               wheels


                          Overall Mass          M                200    kg

                          Ground clearance      h_ground         0.1    m



                          Wheel size OD         D_wheel          0.66   m
                             (all)
Performance Specifications
                        Specification       Param. Name   Value    Unit
                        Maximum lateral     a_lat_max        7.8   m/s^2
                            acceleration



                        Maximum             d_max            7.8   m/s^2
                            deceleration

                        Maximum             a_max            3.3   m/s^2
                            acceleration

                        Deceleration for    d_max_tip        8.4   m/s^2
                            'header'

                        Lateral             a_lat_tip        9.3   m/s^2
                             acceleration
                             at tip over

                        Maximum speed       V_max_brake       54   kph
                            for braking



                        Minimum turning     R_turn           3.0   m
                            radius
Key Specifications
                     Specification          Param. Name    Value      Unit
                     Ride frequency         f_ride             2      Hz

                     Motion ratio (front)   MR_front           1      -

                     Motion ratio (rear)    MR_rear           0.53    -

                     Suspension             K_susp_front     10150    N/m
                         stiffness
                         (front)
                     Suspension             K_susp_rear      11012    N/m
                         stiffness
                         (rear)
                     Suspension             c_front           404     N-s/m
                         damping
                         (front)
                     Suspension             c_rear            417     N-s/m
                         damping
                         (rear)
                     Wheel travel (front)   travel_front     +/- 50   mm


                     Wheel travel (rear)    travel_rear      +/- 43   mm
Rear Suspension Details
CG height                                   0.4 m
Ground Clearance                            0.1 m
Pivot radii                           0.01905 m
Max Acceleration                         3.924 m^2/sec
Length of swing arm                      0.458 m
Vehicle mass                               200 kg

Force accel                              784.8 N
Pivot Height                              0.14 m
Moment (Pivot)                         109.872 N m
Force (wheel- Vertical)           239.8951965 N
Stiffness of the wheel (K)              11012 N/m
Squat                             0.021784889 m

Wheel radius                              0.33 m
Force Lateral                           523.2 N
Hub width                                  0.1 m
Force (arm)                            1726.56 N
Axle Diameter                               20 mm

Motion Ratio
Motion Ratio of Rear Suspension            0.53
Wheel Location from Pivot               0.3929 m
Shock Location from Pivot            0.208237 m
Decision Matrix Summary
                                                              Oil/ Helical
                            Air shock           Leaf spring     spring

       Satisfaction            452                 305            383

                              Bicycle           Motorcycle        Car

       Satisfaction            472                 377            318

                      Twin Shock Single Pivot   Multi Link    Fork Style

       Satisfaction            374                 348            292
Rear Suspension CAD Models




         Wheel             Rear Swing Arm




Rear suspension Assembly      Rear Axle
Steering CAD Models




                      Center Pivot




    Steering Assy.      Tie rod
Steering Details
                  Description                               Specifications
                    Steering bar length                               0.6m
                        Grip Length                                  0.12m

                       Grip Diameter                                  .03m
               Maximum Steering Bar angle                   + 45 degree to – 45 degree
                Steering ratio Hand: Wheel                            1.6:1
                    Steering input force                               67 N
            Maximum aligning torque from tires                      125 N-m
               Wheel angles (inside/outside)                        43/28 deg.
                       Track Width                                    1.0 m
               Lateral Forces on one corner                         522.66N
              Steering Torque on one corner                         62.72N*m
                     Load on Tie Rod                                  448N
            Actual Torque on Steering Column                        40.32N*m
                   Steering Arm Length                               0.14m
          Steering Pivot length (Base of Column)                     0.09m
                    Steering Shaft Dia                               0.015m
                   Steering Shaft Length                           0.6 to 0.7m
                       Dia of Tie rod                               0.00952m
   Length of Tie rods (Tublar) Chrome Plated light weight         0.177 to 0.60
Schematic Diagram




http://www.shakyparts.com/steering_parts.html
Steering Geometry Check
Data for Longitudinal Acceleration and Braking
0.45                                                                        LIMITATIONS FOR UPHILL MOTION AT CONSTANT SPEED
 0.4
0.35                                                                        •Constant Velocity of 19.5 km/h at 3:
 0.3
0.25
                                                                            •Constant Velocity of 11 km/h at 6:
                                                     5⁰ Acceleration (g)    •Constant Velocity of 4.3 km/h at 15:
 0.2
0.15                                                                        •Constant Velocity of 2.8 km/h at 20: - Maximum Slope at μ=0.8
  0.1                                                0⁰ Acceleration (g)
0.05                                                                        (beyond this slope, vehicle will begin to lose speed)
   0                                                 -5⁰ Acceleration
                    15
                     6
                   1.5
                     2




                     8
                    10
                 0.05
                     1


                     3




                    12
                     4
        Velocity(m/s)




                                                     (g)

                                                                                                ASSUMPTIONS
                  MAXIMUM ACCELERATION ON DIFFERENT SLOPES
                                                                                                •Coefficient of friction = 0.8
                  CONSIDERING AERODYNAMIC DRAG                                                  •Wheelbase = 1.5m
                                                                                                •Three wheels, (2) in front, (1) drive
  LIMITATIONS FOR DOWNHILL BRAKING                                                              wheel at rear.
                                                                                                •CG is located 0.4m above ground and
  •For 10:1 motor/wheel gear ratio, vehicle speed = 17 m/s                                      0.47m from front axle or datum
         •0: - 11.5: slope, minimum stopping distance = 18.4m                                   •Wheels – Standard, 26” dia. X 1 ¼”
         @0.8g (skidding will occur at steeper slopes unless dec.                               •Braking discs – 8” front and rear
         rate is reduced)                                                                       •Coefficient of Drag – 0.5 (Chassis
         •0: - 21: slope, minimum stopping distance = 25.5 m @0.6g                              Team)
         (skidding will occur at steeper slopes unless dec. rate is                             •Frontal Area – 0.39 m^2 (Chassis
         reduced)                                                                               Team)
  •For induced velocity of 40 m/s (5: slope), minimum stopping distance = 102 m                 •Motor Power Rear Wheel = 500W
  •For induced velocity of 54 m/s (10: slope), minimum stopping distance = 186 m                •Motor RPM – 5000
                                                                                                •Human Power = 75 – 200W
  •N.B: THESE STOPPING DISTANCES ARE ALL BASED ON A DECELERATION OF
  0.8g UNLESS STATED OTHERWISE
                                                                                     THESE DATA WERE PREPARED BASED ON DATA FROM
                                                                                     THE SPREADSHEET ‘Brake Calculation Sheet.xls’
Power and Gearing Requirements
                                                                Rear Velocity                     POWER AT CONSTANT SPEED (W)
                                Motor/wheel   Pedal/wheel
                                 RPM ratio     RPM ratio        RPM (m/s)              0:            3:       6:       15:      20:
 Front wheel diameter   d_fw          0.66                m
 Rear wheel diameter    d_rw          0.66                m
 Pedal RPM                                            50 rpm
 Motor RPM              RPM_m        5000                rpm
 Gear Ratio 10          GR_10        10/1           1/10           500   17.2783            772
 Gear Ratio 9           GR_9         11/1          1/9.1         454.5      15.71           606
 Gear Ratio 8           GR_8         16/1         1/6.25         312.5   10.7989            253
 Gear Ratio 7           GR_7         20/1            1/5           250   8.63913            160
 Gear Ratio 6           GR_6         24/1          1/4.2         208.3   7.19812            114
 Gear Ratio 5           GR_5         28/1         1/3.57       178.571    6.1708             89        717
 Gear Ratio 4           GR_4         32/1         1/3.13        156.25   5.39945             67        622      1171
 Gear Ratio 3           GR_3         56/1         1/1.79       89.2857    3.0854             34        349       662
 Gear Ratio 2           GR_2        110/1         1/0.91       45.4545   1.57075             16        176       336      800    1052
 Gear Ratio 1           GR_1        220/1         1/0.46       22.7273   0.78538              8         88       168      400     526

                                                                                    RED           OUT OF RANGE
                                                                                    GREEN         HUMAN + ELECTRIC
                                                                                    BLACK         ELECTRIC ONLY
  According to the US Road Design Manual,
  • The maximum slope over an unlimited distance corresponds to 3⁰
  •The maximum slope over 150m corresponds to 6⁰

 •http://www.dot.state.mn.us/tecsup/rdm/english/3e.pdf (Road Design Manual)
Longitudinal Dimensions                                                                       The wheelbase and CG height
                                                                                               were selected based on the
                                                                                               following limiting
                                                                                               conditions:
                                                                                                  The maximum
                                                                                                     deceleration attainable
                                                                                                     would be 0.8g.
                                                                                                  The maximum slope to be
                                                                                                     encountered would be
                                                                                                     20% or 11⁰ on roadways.
                                                                                                 At these conditions, the
                                                                                                     vehicle would tend to skid
                                                                                                     before flipping over the
                                                                                                     front axle. If the CG height
                                                                                                     is increased to 0.5m, the
                                                                                                     vehicle would flip at these
                                                                                                     conditions. Therefore,
                                                                                                     considering safety, these
                                                                                                     parameters were selected.




   FINAL SPECIFICATIONS
   1.Maximum speed on level ground – 56 km/h
   2.Maximum speed on 3: uphill (this is the maximum slope over an unlimited distance for access roads) – 19.5 km/h
   3.Maximum speed on 6: uphill (this is the maximum slope over 150m for access roads) – 11 km/h
   4.Maximum acceleration on level ground – 0.34g
   5.Maximum braking deceleration – 0.8g
Vehicle Cornering Stability

                                              .
                                              X  V cos(   )
                                                       
                                              .
                                             Y  V sin(   )
                                                              l f tan  r  l r tan  f
                                               tan (   1
                                                                                          )
                                                                      l f  lr
                                                      o  i     L
                                                              
                                                        2         R

    Fig. : Kinematics of Lateral Vehicle Motion
[Rajmani, R., 2006, “Vehicle Dynamics and Control”
Vehicle Cornering Stability
                                                  L
                                                   f r
                                                  R
                                                                    2
                                                  L     mf   mr V x
                                                  (          )
                                                  R 2Cf 2Cr R
                                                   L
                                                     Kvay
                                                  R
                                               Cornering force       F  C * 

                                                   Cornering stiffness is a function
                                                   of:
                                                   • Inflation pressure
                                                   • Percent of rated load
Fig.: Steering Angle for High Speed Cornering      • Vertical load
[Rajmani, R., 2006, “Vehicle Dynamics and Control”
                                                   • Size and shape of the tire
Vehicle Cornering Stability
                                                            t
                                                  WL t  W ( )  WAY h
                                                            2
           Fc
                                         A              W WAY h
                       CG    O
                                        WA         WL    
                                                        2   t
                        W
                                                              W WAY h
                        P
                                 1.8              W  WL      
                                       M                      2   t
                                       N
   C
                   D                         Assumptions:
                                       B
 Wc                1.25
                                       WB
                                             • Wheel base: 1.5m
                     Front
                                             • Track width: 1.0m
                                             • CG height: 0.4m
 Fig.: Cornering stability analysis
                                             • Coefficient of friction: 0.8
                                             • Two wheels at the front and
                                               one at the rear
                                             • Front wheels are steered
Vehicle Cornering Stability
                                       Track Width for Lateral Stability


                                 800

                                 700
     Total Weight Transfer (N)




                                 600

                                 500

                                 400

                                 300                            Front Corner Static Load

                                 200                            Total Weight Transfer

                                 100

                                  0
                                     25

                                     23

                                     21

                                     19

                                     17

                                     15

                                     13

                                     11

                                     09

                                     07

                                     05

                                     03

                                     01

                                     99

                                     97
                                  1.

                                  1.

                                  1.

                                  1.

                                  1.

                                  1.

                                  1.

                                  1.

                                  1.

                                  1.

                                  1.

                                  1.

                                  1.

                                  0.

                                  0.
                                                  Track Width (m)
Vehicle Cornering Stability
                                              CG Height for Lateral Stability


                              800
  Total Weight Transfer (m)




                              700
                              600
                              500
                              400
                                                                  Front Corner Static Weight
                              300
                                                                  Total Weight Transfer
                              200
                              100
                               0
                                    0.4 0.41 0.42 0.43 0.44 0.45 0.46 0.47 0.48 0.49 0.5 0.51
                                                         CG Height (m)
Vehicle Cornering Stability
                                            Coefficient of Friction for Lateral Stability


                                  800
                                  700
      Total Weight Transfer (N)




                                  600
                                  500
                                  400
                                                                      Front Corner Static Weight
                                  300                                 Total Weight Transfer
                                  200
                                  100
                                   0
                                        0.8 0.82 0.84 0.86 0.88 0.9 0.92 0.94 0.96 0.98       1   1.02
                                                         Coefficient of Friction
Vehicle Cornering Stability
                                             Road Camber for Lateral Stability


                                  660

                                  640
      Total Weight Transfer (N)




                                  620

                                  600

                                  580
                                                                          Front Corner Static Weight
                                  560
                                                                          Total Weight Transfer
                                  540

                                  520
                                        15   16   17    18    19    20    21     22   23    24
                                                       Camber Angle (degree)
Merits and Demerits of Different Braking
Methods


                                   P ros                                                      C ons
             perform equally well in all c onditions     more s tres s on a wheel's s pokes
Dis k B rake inc luding water, mud and s now.            T he des ign and pos itioning of dis c brakes prec ludes
             offer better modulation of braking power     the us e of mos t types of pannier-rac k
              s tandard parts and eas y to get
              c heap, light, and very powerful           perform poorly in wet weather when the rims are wet
R im B rake mec hanic ally s imple, eas y to maintain    wear down quic kly, over longer time and us e, rims bec ome worn
                                                         heat the rim, bec aus e the brake
                                                          c onverts kinetic energy into thermal energy
            us eful for wet or dirty c onditions         heavier, more c omplic ated
Drum B rake les s maintenanc e and are les s affec ted   frequently weaker than rim brakes
            by road c onditions                          Intended to s low down the bike on long downhills rather than s top it
Braking Methods Decision Matrix

                                                              Alternative
 C riteria                     Importanc e D is c B rake     R im B rake D rum B rake
 E as y to opetate                           10        0.8           0.85          0.8
 E as y to maintain                            8      0.75            0.8         0.51
 E as y to ajus t                              6      0.82           0.83         0.62
 E as y to as s embly                          6       0.8           0.86         0.48
 wear                                          7      0.78           0.52         0.61
 W eight                                       5       0.8           0.85         0.56
 F amiliar to c us tomer                       9      0.82           0.84         0.65
 P erform in all c onditions                 12       0.89           0.45         0.51
 O verall s afty                             15       0.91           0.75         0.65
                               S atis fac tion        82%            75%          60%
Concept Selection Process and key Specification

Braking method:                                    ISO standard (1996):
   By comparing Kinetic Energy with mountain           Disk withstands force: 2300 N [1]
    bike, we decided to select braking method of
    mountain bike.
                                                   Key specification::
   By comparing typical braking methods of             Force:
    mountain bike, we thought that disk brake is        The force exerted on front disk: 1870 N
    feasible for our project.                           The force exerted on rear disk: 935 N
Disk dimensions:                                        Torque:
                                                        The torque exerted on front disk:367 Nm
   Diameter: 8” (200mm)
                                                        The torque exerted on rear disk:168 Nm
   Thickness: 0.07”(1.8mm)
   Material: Stainless Steel                      Marketing specification:[2]
                                                   *Hayes Disc Brakes HFX 9 HD V8
Limitations of disk brake:
                                                   *Rotor: 203mm
   Vehicle maximum speed: 40 km/h
                                                   *Weight: 520g
   Total weight: 200 kg
                                                   *Cable Length Front: 850mm
   Kinetic energy distribution:
                                                   *Cable Length Rear: 1400mm
             80%--Front two wheels
                                                   *Includes: Rotor, Hardware, Pads,
             20%--Rear wheel
                                                       and Pre-Bled Caliper and Lever
CAD Models of Brake Concept

               40% Brake   40% Brake          Brake
                Force         Force           Pad


          Hydraulic
          distributor                              Brake
                                                   Disc

                                              Wheel




                                          Handle
                                          Bar




                                         Parking
                                         Brake


                                  20% Brake
                                     Force
Isometric View
Side View
Front View
Top View

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Suspension Design

  • 1. Electrically assisted human powered vehicle
  • 2. Configuration Specifications Specification Param. Name Value Unit Number and 2+1 configuration Wheelbase a+b 1.5 m Track t 1.0 m Height h_cg 0.4 m Distance from front a 0.5 m wheels Overall Mass M 200 kg Ground clearance h_ground 0.1 m Wheel size OD D_wheel 0.66 m (all)
  • 3. Performance Specifications Specification Param. Name Value Unit Maximum lateral a_lat_max 7.8 m/s^2 acceleration Maximum d_max 7.8 m/s^2 deceleration Maximum a_max 3.3 m/s^2 acceleration Deceleration for d_max_tip 8.4 m/s^2 'header' Lateral a_lat_tip 9.3 m/s^2 acceleration at tip over Maximum speed V_max_brake 54 kph for braking Minimum turning R_turn 3.0 m radius
  • 4. Key Specifications Specification Param. Name Value Unit Ride frequency f_ride 2 Hz Motion ratio (front) MR_front 1 - Motion ratio (rear) MR_rear 0.53 - Suspension K_susp_front 10150 N/m stiffness (front) Suspension K_susp_rear 11012 N/m stiffness (rear) Suspension c_front 404 N-s/m damping (front) Suspension c_rear 417 N-s/m damping (rear) Wheel travel (front) travel_front +/- 50 mm Wheel travel (rear) travel_rear +/- 43 mm
  • 5. Rear Suspension Details CG height 0.4 m Ground Clearance 0.1 m Pivot radii 0.01905 m Max Acceleration 3.924 m^2/sec Length of swing arm 0.458 m Vehicle mass 200 kg Force accel 784.8 N Pivot Height 0.14 m Moment (Pivot) 109.872 N m Force (wheel- Vertical) 239.8951965 N Stiffness of the wheel (K) 11012 N/m Squat 0.021784889 m Wheel radius 0.33 m Force Lateral 523.2 N Hub width 0.1 m Force (arm) 1726.56 N Axle Diameter 20 mm Motion Ratio Motion Ratio of Rear Suspension 0.53 Wheel Location from Pivot 0.3929 m Shock Location from Pivot 0.208237 m
  • 6. Decision Matrix Summary Oil/ Helical Air shock Leaf spring spring Satisfaction 452 305 383 Bicycle Motorcycle Car Satisfaction 472 377 318 Twin Shock Single Pivot Multi Link Fork Style Satisfaction 374 348 292
  • 7. Rear Suspension CAD Models Wheel Rear Swing Arm Rear suspension Assembly Rear Axle
  • 8. Steering CAD Models Center Pivot Steering Assy. Tie rod
  • 9. Steering Details Description Specifications Steering bar length 0.6m Grip Length 0.12m Grip Diameter .03m Maximum Steering Bar angle + 45 degree to – 45 degree Steering ratio Hand: Wheel 1.6:1 Steering input force 67 N Maximum aligning torque from tires 125 N-m Wheel angles (inside/outside) 43/28 deg. Track Width 1.0 m Lateral Forces on one corner 522.66N Steering Torque on one corner 62.72N*m Load on Tie Rod 448N Actual Torque on Steering Column 40.32N*m Steering Arm Length 0.14m Steering Pivot length (Base of Column) 0.09m Steering Shaft Dia 0.015m Steering Shaft Length 0.6 to 0.7m Dia of Tie rod 0.00952m Length of Tie rods (Tublar) Chrome Plated light weight 0.177 to 0.60
  • 12. Data for Longitudinal Acceleration and Braking 0.45 LIMITATIONS FOR UPHILL MOTION AT CONSTANT SPEED 0.4 0.35 •Constant Velocity of 19.5 km/h at 3: 0.3 0.25 •Constant Velocity of 11 km/h at 6: 5⁰ Acceleration (g) •Constant Velocity of 4.3 km/h at 15: 0.2 0.15 •Constant Velocity of 2.8 km/h at 20: - Maximum Slope at μ=0.8 0.1 0⁰ Acceleration (g) 0.05 (beyond this slope, vehicle will begin to lose speed) 0 -5⁰ Acceleration 15 6 1.5 2 8 10 0.05 1 3 12 4 Velocity(m/s) (g) ASSUMPTIONS MAXIMUM ACCELERATION ON DIFFERENT SLOPES •Coefficient of friction = 0.8 CONSIDERING AERODYNAMIC DRAG •Wheelbase = 1.5m •Three wheels, (2) in front, (1) drive LIMITATIONS FOR DOWNHILL BRAKING wheel at rear. •CG is located 0.4m above ground and •For 10:1 motor/wheel gear ratio, vehicle speed = 17 m/s 0.47m from front axle or datum •0: - 11.5: slope, minimum stopping distance = 18.4m •Wheels – Standard, 26” dia. X 1 ¼” @0.8g (skidding will occur at steeper slopes unless dec. •Braking discs – 8” front and rear rate is reduced) •Coefficient of Drag – 0.5 (Chassis •0: - 21: slope, minimum stopping distance = 25.5 m @0.6g Team) (skidding will occur at steeper slopes unless dec. rate is •Frontal Area – 0.39 m^2 (Chassis reduced) Team) •For induced velocity of 40 m/s (5: slope), minimum stopping distance = 102 m •Motor Power Rear Wheel = 500W •For induced velocity of 54 m/s (10: slope), minimum stopping distance = 186 m •Motor RPM – 5000 •Human Power = 75 – 200W •N.B: THESE STOPPING DISTANCES ARE ALL BASED ON A DECELERATION OF 0.8g UNLESS STATED OTHERWISE THESE DATA WERE PREPARED BASED ON DATA FROM THE SPREADSHEET ‘Brake Calculation Sheet.xls’
  • 13. Power and Gearing Requirements Rear Velocity POWER AT CONSTANT SPEED (W) Motor/wheel Pedal/wheel RPM ratio RPM ratio RPM (m/s) 0: 3: 6: 15: 20: Front wheel diameter d_fw 0.66 m Rear wheel diameter d_rw 0.66 m Pedal RPM 50 rpm Motor RPM RPM_m 5000 rpm Gear Ratio 10 GR_10 10/1 1/10 500 17.2783 772 Gear Ratio 9 GR_9 11/1 1/9.1 454.5 15.71 606 Gear Ratio 8 GR_8 16/1 1/6.25 312.5 10.7989 253 Gear Ratio 7 GR_7 20/1 1/5 250 8.63913 160 Gear Ratio 6 GR_6 24/1 1/4.2 208.3 7.19812 114 Gear Ratio 5 GR_5 28/1 1/3.57 178.571 6.1708 89 717 Gear Ratio 4 GR_4 32/1 1/3.13 156.25 5.39945 67 622 1171 Gear Ratio 3 GR_3 56/1 1/1.79 89.2857 3.0854 34 349 662 Gear Ratio 2 GR_2 110/1 1/0.91 45.4545 1.57075 16 176 336 800 1052 Gear Ratio 1 GR_1 220/1 1/0.46 22.7273 0.78538 8 88 168 400 526 RED OUT OF RANGE GREEN HUMAN + ELECTRIC BLACK ELECTRIC ONLY According to the US Road Design Manual, • The maximum slope over an unlimited distance corresponds to 3⁰ •The maximum slope over 150m corresponds to 6⁰ •http://www.dot.state.mn.us/tecsup/rdm/english/3e.pdf (Road Design Manual)
  • 14. Longitudinal Dimensions  The wheelbase and CG height were selected based on the following limiting conditions:  The maximum deceleration attainable would be 0.8g.  The maximum slope to be encountered would be 20% or 11⁰ on roadways. At these conditions, the vehicle would tend to skid before flipping over the front axle. If the CG height is increased to 0.5m, the vehicle would flip at these conditions. Therefore, considering safety, these parameters were selected. FINAL SPECIFICATIONS 1.Maximum speed on level ground – 56 km/h 2.Maximum speed on 3: uphill (this is the maximum slope over an unlimited distance for access roads) – 19.5 km/h 3.Maximum speed on 6: uphill (this is the maximum slope over 150m for access roads) – 11 km/h 4.Maximum acceleration on level ground – 0.34g 5.Maximum braking deceleration – 0.8g
  • 15. Vehicle Cornering Stability . X  V cos(   )  . Y  V sin(   ) l f tan  r  l r tan  f   tan ( 1 ) l f  lr  o  i L   2 R Fig. : Kinematics of Lateral Vehicle Motion [Rajmani, R., 2006, “Vehicle Dynamics and Control”
  • 16. Vehicle Cornering Stability L   f r R 2 L mf mr V x  (  ) R 2Cf 2Cr R L   Kvay R Cornering force F  C *  Cornering stiffness is a function of: • Inflation pressure • Percent of rated load Fig.: Steering Angle for High Speed Cornering • Vertical load [Rajmani, R., 2006, “Vehicle Dynamics and Control” • Size and shape of the tire
  • 17. Vehicle Cornering Stability t WL t  W ( )  WAY h 2 Fc A W WAY h CG O WA WL   2 t W W WAY h P 1.8 W  WL   M 2 t N C D Assumptions: B Wc 1.25 WB • Wheel base: 1.5m Front • Track width: 1.0m • CG height: 0.4m Fig.: Cornering stability analysis • Coefficient of friction: 0.8 • Two wheels at the front and one at the rear • Front wheels are steered
  • 18. Vehicle Cornering Stability Track Width for Lateral Stability 800 700 Total Weight Transfer (N) 600 500 400 300 Front Corner Static Load 200 Total Weight Transfer 100 0 25 23 21 19 17 15 13 11 09 07 05 03 01 99 97 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 0. 0. Track Width (m)
  • 19. Vehicle Cornering Stability CG Height for Lateral Stability 800 Total Weight Transfer (m) 700 600 500 400 Front Corner Static Weight 300 Total Weight Transfer 200 100 0 0.4 0.41 0.42 0.43 0.44 0.45 0.46 0.47 0.48 0.49 0.5 0.51 CG Height (m)
  • 20. Vehicle Cornering Stability Coefficient of Friction for Lateral Stability 800 700 Total Weight Transfer (N) 600 500 400 Front Corner Static Weight 300 Total Weight Transfer 200 100 0 0.8 0.82 0.84 0.86 0.88 0.9 0.92 0.94 0.96 0.98 1 1.02 Coefficient of Friction
  • 21. Vehicle Cornering Stability Road Camber for Lateral Stability 660 640 Total Weight Transfer (N) 620 600 580 Front Corner Static Weight 560 Total Weight Transfer 540 520 15 16 17 18 19 20 21 22 23 24 Camber Angle (degree)
  • 22. Merits and Demerits of Different Braking Methods P ros C ons perform equally well in all c onditions more s tres s on a wheel's s pokes Dis k B rake inc luding water, mud and s now. T he des ign and pos itioning of dis c brakes prec ludes offer better modulation of braking power the us e of mos t types of pannier-rac k s tandard parts and eas y to get c heap, light, and very powerful perform poorly in wet weather when the rims are wet R im B rake mec hanic ally s imple, eas y to maintain wear down quic kly, over longer time and us e, rims bec ome worn heat the rim, bec aus e the brake c onverts kinetic energy into thermal energy us eful for wet or dirty c onditions heavier, more c omplic ated Drum B rake les s maintenanc e and are les s affec ted frequently weaker than rim brakes by road c onditions Intended to s low down the bike on long downhills rather than s top it
  • 23. Braking Methods Decision Matrix Alternative C riteria Importanc e D is c B rake R im B rake D rum B rake E as y to opetate 10 0.8 0.85 0.8 E as y to maintain 8 0.75 0.8 0.51 E as y to ajus t 6 0.82 0.83 0.62 E as y to as s embly 6 0.8 0.86 0.48 wear 7 0.78 0.52 0.61 W eight 5 0.8 0.85 0.56 F amiliar to c us tomer 9 0.82 0.84 0.65 P erform in all c onditions 12 0.89 0.45 0.51 O verall s afty 15 0.91 0.75 0.65 S atis fac tion 82% 75% 60%
  • 24. Concept Selection Process and key Specification Braking method: ISO standard (1996):  By comparing Kinetic Energy with mountain  Disk withstands force: 2300 N [1] bike, we decided to select braking method of mountain bike. Key specification::  By comparing typical braking methods of  Force: mountain bike, we thought that disk brake is  The force exerted on front disk: 1870 N feasible for our project.  The force exerted on rear disk: 935 N Disk dimensions:  Torque:  The torque exerted on front disk:367 Nm  Diameter: 8” (200mm)  The torque exerted on rear disk:168 Nm  Thickness: 0.07”(1.8mm)  Material: Stainless Steel Marketing specification:[2] *Hayes Disc Brakes HFX 9 HD V8 Limitations of disk brake: *Rotor: 203mm  Vehicle maximum speed: 40 km/h *Weight: 520g  Total weight: 200 kg *Cable Length Front: 850mm  Kinetic energy distribution: *Cable Length Rear: 1400mm 80%--Front two wheels *Includes: Rotor, Hardware, Pads, 20%--Rear wheel and Pre-Bled Caliper and Lever
  • 25. CAD Models of Brake Concept 40% Brake 40% Brake Brake Force Force Pad Hydraulic distributor Brake Disc Wheel Handle Bar Parking Brake 20% Brake Force