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north american pick-up ride analysis
Matthew Taylor - Principal Engineer Vehicle Dynamics
Contribution by Ricardo Prado of Metalsa
introduction
•Requirement to understand ride limitation of large US pick-up trucks
•High volume strong selling vehicle –competitive market place
–domestic product
–imported vehicles
•Do we understand the cause of the ride deficiencies
introduction
•Decision drivers for truck chassis
–direction from suppliers
–perception of consumer
–performance
where are the opportunities?
•Two ways to gain a financial advantage
–better product for same money (less than competition)
–same product for less money (less than competition)
functionality
tota
lco
st
budget
prestige
what is our direction?
•Our aim was to match the competition for less money
–understand the system
–do not just follow the crowd
objective
functionality
tota
lco
st
budget
prestige
benchmark
•Ride and handling comparison of six trucks
–three domestic market, three imported
•Goal of this report –ride performance
–target vehicle perceived worse primary ride
–target vehicle perceived worse secondary ride
5
5.5
6
6.5
7
7.5
8
Benchmark1
Benchmark2
Benchmark3
Benchmark4
Benchmark5
Target
Sub
ject
ive
Rat
ing
primary ride comparison
•Benchmarks 4 and 5 were thought to have car-like ride when unladen
•Ride centres of most US trucks were not axle aligned
–significant spread of ride frequencies
–axle centred strategy improves accuracy of front / rear type ride frequencycalculation
0.80
0.90
1.00
1.10
1.20
1.30
1.40
1.50
1.60
'Front' RideFrequency
'Rear' RideFrequency
Frequency 1 Frequency 2
Freq
uen
cy(H
z)
Benchmark 1Benchmark 2TargetBenchmark 3Benchmark 4Benchmark 5
0.80
0.90
1.00
1.10
1.20
1.30
1.40
1.50
1.60
Frequency 1 Frequency 2 Mean Frequency Frequency Ratio
Freq
uen
cy(H
z)/
Freq
uen
cyR
atio
(:1
)
Benchmark 1Benchmark 2TargetBenchmark 3Benchmark 4Benchmark 5
primary ride comparison
•Benchmarks 4 and 5 were thought to have car-like ride when unladen
•Ride centres of most US trucks were not axle aligned
–significant spread of ride frequencies
–axle centred strategy improves accuracy of front / rear type ride frequencycalculation
–problems with primary ride strategy of target vehicle apparent
0.80
0.90
1.00
1.10
1.20
1.30
1.40
1.50
1.60
Frequency 1 Frequency 2 Mean Frequency Frequency Ratio
Freq
uen
cy(H
z)/
Freq
uen
cyR
atio
(:1
)
Benchmark 1Benchmark 2TargetBenchmark 3Benchmark 4Benchmark 5
-6 -4 -2 0 2 4 6 8 10Ride Position (m)
Benchmark 2 Target Benchmark 3 Benchmark 4 Benchmark 5
primary ride conclusion
•Potential to improve axle centre strategy limited by vehicle’s mass, inertia andwheelbase ratio (dynamic index)
•Modification of wheelbase outside scope of project
–modification of spring tune
–significant recalibration of dampers
0.75 0.75
0.81
0.870.89
0.80 0.79
0.83
1.00
0.96
0.91
0.70
0.80
0.90
1.00
1.10
Benchmark1
Benchmark2
Target Benchmark3
Benchmark4
Benchmark5
Dyn
amic
Ind
ex(D
I)
LadenUnladen'Ideal' DI
secondary ride –overview of concern
•Secondary ride (shake) identified as much more significant problem
–dominated by axle roll and hop (in- and out- of phase wheel hop)
–in phase of particular problem
•Strong couple to vehicle chassis –common to all beam axle trucks tested
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
Calcu latedHeave
Calcu late Roll Heave First Roll Second Roll
Freq
uen
cy(H
z)
Benchmark 1Benchmark 2TargetBenchmark 3
secondary ride –modal strategy
•Axle bending frequency clearly not contributory
•Repositioning of chassis modal behaviour impractical
–below 6Hz to separate from axle heave
–above 13Hz to separate from axle bounce
•One vehicle attempted to lower chassis frequency
–subjective appraisal notes persistent shake
6.0
7.0
8.0
9.0
10.0
11.0
12.0
13.0
14.0
15.0
16.0
Calcu latedHeave
Calculate Roll Heave First Roll Second Roll
Freq
uen
cy(H
z)
Benchmark 1Benchmark 2TargetBenchmark 3
58.5
56
50.5
49.5
45
50
55
60
Benchmark 1 Benchmark 2 Target Benchmark 3
Freq
uen
cy(H
z)
secondary ride –operating shapes
•Operating shape analysis confirms similarity
–modal positioning of vehicles very similar
–amplitude of target vehicle significantly greater than benchmark
30mph –axle acceleration
Target: Green
40mph –axle acceleration
Target: Green
secondary ride –operating shapes
•Operating shape analysis confirms similarity
–modal positioning of vehicles very similar
–amplitude of target vehicle significantly greater than benchmark
30mph –axle acceleration
Target: Green
40mph –axle acceleration
Target: Greenroll
heave
secondary ride –operating shapes
•Operating shape analysis confirms similarity
–modal positioning of vehicles very similar
–amplitude of target vehicle significantly greater than benchmark
•Solution is to understand cause of higher amplitude
30mph –axle acceleration
Target: Green
40mph –axle acceleration
Target: Greenroll
heave
secondary ride –differences
•Modal decoupling is not cost effective
–lower axle mode too low
–high axle mode too high
•Reduction in target vehicle axle mass will reduce excitation energy
196
179
211
180
8.0
9.0
10.0
11.0
12.0
13.0
14.0
Benchmark 1 Benchmark 2 Target Benchmark 3
Freq
uen
cy(H
z)
0
50
100
150
200
250
Mas
s(k
g)
Calculated Heave FrequencyCalculated Roll FrequencyAxle Assembly Mass
secondary ride –reduced axle weight
•Nothing in findings to support removal of Hotchkiss system
•Combination of two concepts
–low cost, low complexity Hotchkiss
–minimised weight, rigid beam De-Dion
secondary ride –reduced axle weight
•Beam no longer carries differential device
•Reduced weight, large section beam pressing
•Improved camber and toe stiffness
•‘Unsprung’mass reduced by 25%
•Excitation energy reduced by 3dB
result of modification
•Subjective ride rating improved by 1.5 points
•Objective results show significant reduction in axle energy
•As anticipated, modal behaviour unaltered
0.01
0.10
1.00
10.00
100.00
0 5 10 15 20
Frequency (Hz)
Acc
eler
atio
n^2
((m
/s^2
)^2
/Hz)
Modified - LH Axle AccelerationOriginal - LH Axle Acceleration
further work
•Increased acceleration response at seat rail dominated by front axle activity
–modifications to chassis have altered front axle coupling
–opportunity to re-tune mass damper
0.00
0.00
0.01
0.10
1.00
0 5 10 15 20
Frequency (Hz)
Acc
eler
atio
n^2
((m
/s^2
)^2
/Hz)
Modified - LH Seat Rail AccelerationOriginal - LH Seat Rail Acceleration
conclusions
•Primary ride compromised by poor inertia mass relationship
–can be improved in limited sense by damping
•Axle activity and modal behaviour of chassis not realistically separable
•Secondary ride subjectively improved by reduced mass axle
•Simple solution represents cost effective fix