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CEE320
Winter2006
Vehicle Dynamics
CEE 320
Steve Muench
CEE320
Winter2006
Outline
1. Resistance
a. Aerodynamic
b. Rolling
c. Grade
2. Tractive Effort
3. Acceleration
4. Braking Force
5. Stopping Sight Distance (SSD)
CEE320
Winter2006
Main Concepts
• Resistance
• Tractive effort
• Vehicle acceleration
• Braking
• Stopping distance
grla RRRmaF +++=
CEE320
Winter2006
Resistance
Resistance is defined as the force impeding
vehicle motion
1. What is this force?
2. Aerodynamic resistance
3. Rolling resistance
4. Grade resistance
grla RRRmaF +++=
CEE320
Winter2006
Aerodynamic Resistance Ra
Composed of:
1. Turbulent air flow around vehicle body (85%)
2. Friction of air over vehicle body (12%)
3. Vehicle component resistance, from radiators
and air vents (3%)
2
2
VACR fDa
ρ
=
3
2
VACP fDRa
ρ
=
sec
5501
lbft
hp
⋅
=
from National Research Council Canada
CEE320
Winter2006
Rolling Resistance Rrl
Composed primarily of
1. Resistance from tire deformation (∼90%)
2. Tire penetration and surface compression (∼ 4%)
3. Tire slippage and air circulation around wheel (∼ 6%)
4. Wide range of factors affect total rolling resistance
5. Simplifying approximation:
WfR rlrl =






+=
147
101.0
V
frlWVfP rlrlR =
sec
5501
lbft
hp
⋅
=
CEE320
Winter2006
Grade Resistance Rg
Composed of
– Gravitational force acting on the vehicle
gg WR θsin=
gg θθ tansin ≈
gg WR θtan=
Gg =θtan
WGRg =
For small angles,
θg W
θg
Rg
CEE320
Winter2006
Available Tractive Effort
The minimum of:
1. Force generated by the engine, Fe
2. Maximum value that is a function of the
vehicle’s weight distribution and road-tire
interaction, Fmax
( )max,minefforttractiveAvailable FFe=
CEE320
Winter2006
Tractive Effort Relationships
CEE320
Winter2006
Engine-Generated Tractive Effort
• Force
• Power
r
M
F de
e
ηε0
=
( ) π2
min
sec
60
rpmengine
550
lbfttorque
sec
lbft
550hp ×






×
⋅
=




 ⋅
Fe = Engine generated tractive effort
reaching wheels (lb)
Me = Engine torque (ft-lb)
ε0 = Gear reduction ratio
ηd = Driveline efficiency
r = Wheel radius (ft)
CEE320
Winter2006
Vehicle Speed vs. Engine Speed
( )
0
12
ε
π irn
V e −
=
V = velocity (ft/s)
r = wheel radius (ft)
ne = crankshaft rps
i = driveline slippage
ε0 = gear reduction ratio
CEE320
Winter2006
Typical Torque-Power Curves
CEE320
Winter2006
Maximum Tractive Effort
• Front Wheel Drive Vehicle
• Rear Wheel Drive Vehicle
• What about 4WD?
( )
L
h
L
hfl
W
F
rlf
µ
µ
−
−
=
1
max
( )
L
h
L
hfl
W
F
rlr
µ
µ
+
+
=
1
max
CEE320
Winter2006
Diagram
R
a
R
rlf
R
rlr
ma
W
θg
F
bf
F
br
h
h
lf
lr
L
θg
W
f
W
r
CEE320
Winter2006
Vehicle Acceleration
• Governing Equation
• Mass Factor
(accounts for inertia of vehicle’s rotating parts)
maRF mγ=− ∑
2
00025.004.1 εγ +=m
CEE320
Winter2006
Example
A 1989 Ford 5.0L Mustang Convertible starts on a flat grade from a dead
stop as fast as possible. What’s the maximum acceleration it can
achieve before spinning its wheels? μ = 0.40 (wet, bad pavement)
1989 Ford 5.0L Mustang Convertible
Torque 300 @ 3200 rpm
Curb Weight 3640
Weight Distribution Front 57% Rear 43%
Wheelbase 100.5 in
Tire Size P225/60R15
Gear Reduction Ratio 3.8
Driveline efficiency 90%
Center of Gravity 20 inches high
CEE320
Winter2006
Braking Force
• Front axle
• Rear axle
( )[ ]
L
fhlW
F rlr
bf
++
=
µµ
max
( )[ ]
L
fhlW
F
rlf
br
+−
=
µµ
max
CEE320
Winter2006
Braking Force
• Ratio
• Efficiency
( )
( ) rear
front
fhl
fhl
BFR
rlf
rlr
=
+−
++
=
µ
µ
µ
η maxg
b =
CEE320
Winter2006
Braking Distance
• Theoretical
– ignoring air resistance
• Practical
• Perception
• Total
( )
( )grlb
b
fg
VV
S
θµη
γ
sin2
2
2
2
1
±+
−
=






±
−
=
G
g
a
g
VV
d
2
2
2
2
1
pp tVd 1=
ps ddd +=
a
VV
d
2
2
2
2
1 −
=
For grade = 0
CEE320
Winter2006
Stopping Sight Distance (SSD)
• Worst-case conditions
– Poor driver skills
– Low braking efficiency
– Wet pavement
• Perception-reaction time = 2.5 seconds
• Equation
rtV
G
g
a
g
V
SSD 1
2
1
2
+






±
=
CEE320
Winter2006
Stopping Sight Distance (SSD)
from ASSHTO A Policy on Geometric Design of Highways and Streets, 2001
Note: this table assumes level grade (G = 0)
CEE320
Winter2006
SSD – Quick and Dirty
( )
( ) ( )
( ) a
VV
V
V
Ggag
VV
d
22
2
22
1
2
2
2
1
075.1
2.11
075.1
2.11
1
2
47.1
02.322.112.322
047.1
2
==××=
+×
−×
=
±
−
=
1. Acceleration due to gravity, g = 32.2 ft/sec2
2. There are 1.47 ft/sec per mph
3. Assume G = 0 (flat grade)
ppp VttVd 47.147.1 1 =××=
V = V1 in mph
a = deceleration, 11.2 ft/s2
in US customary units
tp = Conservative perception / reaction time = 2.5 seconds
ps Vt
a
V
d 47.1075.1
2
+=
CEE320
Winter2006
CEE320
Winter2006
Primary References
• Mannering, F.L.; Kilareski, W.P. and Washburn, S.S. (2005).
Principles of Highway Engineering and Traffic Analysis, Third
Edition). Chapter 2
• American Association of State Highway and Transportation
Officals (AASHTO). (2001). A Policy on Geometric Design of
Highways and Streets, Fourth Edition. Washington, D.C.

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Vehicle Dynamics (Transportation Engineering)

Editor's Notes

  • #6: Power is in ft-lb/sec
  • #7: Rolling resistance = 2 components Hysteresis = energy loss due to deformation of the tire Adhesion = bonding between tire and roadway
  • #11: Low profile tires reduce r and increase tractive effort
  • #13: Torque and HP always cross at 5252 RPM. Why? Look at the equation for HP
  • #14: For 4WD Fmax = μW (if your 4WD distributes power to ensure wheels don’t slip, which is common)
  • #15: For a front wheel drive car, sum moments about the rear tire contact point: -Rah – Wsinθh + Wcosθlr + mah - WfL = 0 cosθ = about 1 for small angles encountered -Rah – Wsinθh + Wlr + mah - WfL = 0 WfL = -Rah – Wsinθh + Wlr + mah WfL = + Wlr – Wsinθh – Rah + mah Wf = (lr/L)W + (h/L)(-Wsinθ – Ra + ma) But… Wsinθ = Rg Substituting: Wf = (lr/L)W + (h/L)(-Rg – Ra + ma) We know that… F = ma + Ra + Rrl + Rg Therefore, -F + Rrl = -ma – Ra– Rg Wf = (lr/L)W + (h/L)(-F + Rrl) Now, Fmax = μWf and Rrl = frlW Substituting: Fmax = μ((lr/L)W + (h/L)(-Fmax + frlW)) Simplifying: Fmax + (μh/L)Fmax = μ((lr/L)W + (h/L)(frlW)) Fmax(1 + μh/L) =( μW/L)((lr + hfrl)
  • #17: Tire size P = passenger car 1st number = tire section width (sidewall to sidewall) in mm 2nd number = aspect ratio (sidewall height to width) in tenths (e.g. 60 = 0.60) 3rd number = wheel diameter
  • #20: Practical comes from V22 = V12 + 2ad (basic physics equation or rectilinear motion) a = 11.2 ft/sec2 is the assumption This is conservative and used by AASHTO Is equal to 0.35 g’s of deceleration (11.2/32.2) Is equal to braking efficiency x coefficient of road adhesion γb = 1.04 usually