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           Sensing Proximity to Trailer Rollover: Theoretical and Experimental Analysis

                                                   Kadire, N. R., Tkacik, P.T., Merrill, Z. A., and Nimmagadda, P.
                                                       The Department of Mechanical Engineering and Engineering Science
                                                                             The University of North Carolina at Charlotte

   Copyright © 2009 SAE International




   ABSTRACT                                                           non-collision type crashes. Furthermore, the fatality rate
                                                                      of rollover accidents was found to be significantly higher
   This research is in regards to the development of an               than non-rollover cases. There are about 15000 rollovers
   inexpensive anti-rollover system for use in the trailer            of commercial trucks every year, rollover accidents are
   axles of a heavy commercial truck. It includes the                 about 4% of the total accidents but when it comes to
   design and experimental results for a real-time rollover           fatality rate they are higher in rollover when compared to
   warning system to inform the driver prior to rollover or to        other accidents. Estimated damage costs because of
   initiate stability control algorithms in the vehicle. The          rollover ranges from $91,112 to $289,549 depending on
   developed system in this research uses suspension                  the number of trailer it has, crashes with straight trucks
   displacement, lateral acceleration, and wheel speed                which have no trailers had the lowest cost of $56,296
   measurements. These are used to continuously update                per crash. The average cost of property damage due to
   the calculation of centre of gravity (CG) height which is          rollover accidents is $15,114. From the above data we
   compared to the lateral acceleration to determine the              can say that rollover accidents are dangerous and cost
   proximity of rollover.                                             lot of money for repairs.

   INTRODUCTION                                                       Therefore, active counter measures for rollover crashes
                                                                      are crucial for highway safety for trucks (and other
   This research improves the public safety on interstate             vehicles). The developed system in this research uses
   highways through the development of an anti-rollover               suspension displacement measurements, a lateral
   system for heavy commercial trucks. It includes the                accelerometer, and wheel speed sensors to calculate
   design of an inexpensive real-time rollover warning                the centre of gravity (CG) height and the proximity of
   system to inform the driver prior to rollover or else initiate     rollover.
   stability control algorithms in the vehicle.           Heavy
   commercial vehicles have a greater risk of rollover due            Driver’s awareness of the situation depends on various
   to their large size, higher center of gravity and highway          other factors such as speed, curvature of the road and
   width limitations. In addition to this, driver’s awareness of      truck load. Many times drivers misjudge the situation
   rollover depends on vehicle type, load position and                which end up in rollover crashes because every time
   torsional stiffness of the trailer, among many other               they unload and load the truck with different type of load
   vehicle parameters. The result is that the rear end of the         it becomes difficult for the driver to predict the exact
   trailer can act quite independently from the tractor and           vehicle response and drive accordingly. They may not
   can initiate rollover before the driver is even aware of           be aware that the truck is on the verge of rollover and by
   his/her imminent crash.                                            the time he/she notices the situation it is too late to
                                                                      control it.
   Recent statistics on truck and bus crashes show that
   rollover occurred in 53.8% of the first harmful event of           Taking all these factors into account the best method for
                                                                      rollover prevention is to install a warning system on the

DO NOT TYPE IN THIS FOOTER SECTION ON PAGE 1. TEXT WILL BE INSERTED INTO THIS AREA BY SAE STAFF UPON RECEIPT OF THE FINAL
APPROVED MANUSCRIPT AT SAE INTERNATIONAL.
truck providing enough notice to take anti-rollover
counter measures. The system works on the principal of
rollover threshold.     The threshold is the lateral
acceleration at which rollover occurs and the system
monitors the ratio of lateral acceleration to the
acceleration for rollover. When the ratio reaches a
predetermined amount, a warning is issued.

Further studies by the author’s include a variety of driver
warning (haptick feedback) systems.             With the
application of a reliable sensor and feedback system, an
accurate and timely warning is issued regarding the
impending rollover threat and the driver can take
corrective measures in a timely fashion to avoid rollover
accidents.

THEORETICAL VEHICLE MODEL

In order to develop model for rollover prevention we
need to take into consideration its dynamic as well as
static conditions. The axle spring rate is calculated when
the vehicle is in rest position (static) by a simple load
displacement test. This is done prior to installation of the
rollover threshold program but does use the mobile
computer spring displacement sensors. The center of
gravity height is calculated when the vehicle is in motion     Figure 1: Simplified free-body diagram of a heavy
(dynamic).                                                     vehicle in a steady turn.

The dynamic condition is studied for deriving the              In the above equation there is the stabilizing moment
equations of motion for the vehicle model which include
                                                               due to the vehicle tires,               . There are two
rollover analysis. The model should be able to relate to
the rollover conditions with suspension displacement           destabilizing (overturning) moments acting in response.
and results in an equation for the center of gravity
height. Figure 1 shows a model of a heavy vehicle taking           •   A moment due to the weight of the vehicle acting
a turn in which the there is a change in suspension                    at a position that is laterally offset from the
displacement and shift in the center of gravity position.              center of the track,        .
The nomenclature for the figure is                                 •   A moment due to lateral force acting at the
                                                                       center of gravity (CG) height of the vehicle,
           = Weight of the vehicle                                                 as a result of the external imposition
                                                                       of lateral acceleration.
            = Lateral acceleration
                                                               These two destabilizing moments are opposed by one
                                                               stabilizing (restoring) moment due to the side-to-side
           = Track Width
                                                               transfer of vertical load on the tires,            . This
                                                               moment is also due to the internal, compliant responses
            = Shift in Center of Gravity relative to track     of the vehicle. The maximum possible value of this
                                                               moment is              , which occurs when all load is
           = Reaction at Right & Left Tires                    transferred to one side of the vehicle, i.e., when
                                                               and         .
          = Center of Gravity height
                                                               CENTER OF GRAVITY HEIGHT DETERMINATION
The generalized equation of roll moment about a point
on the ground at the center of the track is:                   While calculating the center of gravity height, the
                                                               nomenclature of the truck changes and we consider
                                                               different parameters and viewpoints in our analysis.
are changes in displacement of the right and
                                                              left spring (which is measured using linear
                                                              potentiometers mounted in parallel with the spring).

                                                                   is the reaction force at the right spring suspension
                                                              which is:




                                                              Upon solving:




                                                              Cancelling:




Figure 2. Simplified free body diagram showing
experimentally measured values.                               Solving for   :
m = Mass of the vehicle

α = Roll angle

Ts = Distance between springs

T = Track width

        = Reaction at right & left springs
                                                              Since center of gravity height hcg =      ,
  = Distance from center of axle to center of gravity
                                                                 is measured using a measuring tape or caliper during
  = Shift in center of gravity relative to the track length   the axle spring rate measurements before the program is
                                                              loaded (during the initial computer installation).
  = Distance from ground to center of the axle
                                                              With these relations in the rollover threshold program,
   = Center of Gravity Height =                               the computer can calculate the Center of Gravity Height
                                                              continuously. The variability in signals and the errors at
Taking a moment around the point on the axle where the        very low lateral accelerations require large numbers of
left spring makes contact with it gives us the following      calculations and several numerical and temporal filters.
equation,                                                     However, the result is an updated center of gravity
                                                              height determination with a 60 second response.
                                                              Although this seems very slow, the reality is it needs to
                                                              update only fast enough for a change in load before the
                                                              first rollover condition. That is, it must calculate a new
        Here:                                                 CG height after loading or unloading of the trailer before
                                                              entering a highway ramp.
EXPERIMENTAL SETUP                                            The experimental setup consists of linear potentiometers
                                                              (see figure 4), lateral and longitudinal accelerometers
The experimental setup consists of a collection of            (see figure 5), a mobile data acquisition (CDS shown in
electronic devices connected to the dual tire axle of a       figure 3), and wheel speed sensor (not shown). The
truck. For reasons of application, it is a mobile system      potentiometers are mounted on both left and right
that operates on 12 VDC and the majority of                   suspension springs and are hard wired to the data
components are located inside the cab (see figure 3);         acquisition system using a data loom. The
however, the suspension displacement devices were             accelerometer is connected to the data acquisition
located outdoors and only marginally protected from           system and placed at the center position of the vehicle.
road debris. A permanent system would need to be              A Hall Effect sensor was used for calculating wheel
adapted to a harsh environment.                               speed in the evaluation of dynamic conditions of the
                                                              vehicle and also for data analysis in order to locate and
                                                              strip out stationary vehicle readings.




Figure 3. CDS data acquisition inside vehicle.

The developed system setup is simple and can be used          Figure 5. X-Y Accelerometer mounted inside the vehicle.
on any trailer (or vehicle). Linear potentiometers are
used for the measurements of spring displacements and         EXPERIMENTAL TESTS
an accelerometer is used to measure lateral
acceleration. For air suspension trailers, an air pressure    With the vehicle wired up and the system powered, the
sensor would also be needed; however, this research           experiment starts in a stationary mode by taking spring
was only done on leaf spring suspension systems. The          rate measurements. As can be seen in the stair steps at
system is powered by the vehicle electrical power and         the right end of the displacement data in figure 7, loads
does not require any power converter.                         were applied to the suspension and the spring deflection
                                                              recorded. The loads were then removed and the result
                                                              was a collection of spring displacements corresponding
                                                              to changes in axle load.

                                                              For experimental convenience reasons, the tests were
                                                              done on the rear axle of a ‘dually’ pickup truck (a
                                                              Chevrolet 3500 crew cab). The rear suspension is
                                                              identical to most heavy commercial vehicles with the
                                                              main differences being this being a driven beam axle,
                                                              the size is smaller, and uses leaf springs whereas many
                                                              heavy commercial vehicles are using air bags.

                                                              DATA ANALYSIS

                                                              Consider the following data for a pair of experimental
                                                              runs. In review of the lateral acceleration data, it can be
                                                              seen that in each of the two sets, there is a strong left
                                                              turn followed by a strong right turn. In reality, these were
Figure 4. Linear potentiometer attached in parallel to leaf   sweeps around a skid pad counter-clockwise and then
spring.                                                       reversed running clockwise. At the center of the data,
                                                              the vehicle is brought to a stop and then returned to the
                                                              skid pad for a second set.
It was determined that an update rate of 70 seconds
                                                                 would be sufficient for calculating the center of gravity
                                                                 height because of two things:

                                                                     •   The expectation is that the most frequently a
                                                                         heavy truck is loaded and unloaded is once
                                                                         every hour or so.

                                                                     •   The fastest a truck would leave the loading dock
                                                                         and reach the on ramp onto a highway is on the
                                                                         order of minutes.

                                                                 The result is that the fastest the system would need to
                                                                 update after a load change is on the order of minutes
Figure 6. Lateral acceleration versus time.                      and by this time, the computer would have already
                                                                 obtained a new CG height.
Figure 7 shows the spring displacements for the same
experimental runs. Notice that during the left hand turns,
the left side spring drops and the right side spring is
compressed upwards (with respect to the vehicle). In
addition, the course included two large “Speed Bumps”
which are easily seen on the displacement plots leading
up to the skid pad and returning on both sets of runs.




                                                                 Figure 8. Filtered CG Height estimation is around 60”.

                                                                 Using the data from the two runs an analysis was made
                                                                 of the center of gravity height. It required several
                                                                 filtering schemes including data averaging. It also
                                                                 employed a requirement for volume of data within a
                                                                 reasonable range. That is, if the vehicle did not reach a
Figure 7. Left Spring displacement (blue) and right              threshold lateral acceleration for a period of time, then
spring displacement (red) versus time.                           there was no updated estimation of CG height. This is
                                                                 why the estimated value around point 6400 returns to
Using the calculations described in the theoretical              zero.
vehicle dynamics model above, a continuous calculation
can be made of the Center of Gravity Height. It was
found that this calculation is highly sensitive to the lateral
acceleration values and any noise in the data. For
example, as the lateral acceleration approaches zero,
the calculated center of gravity height would experience
an unreasonable amount of variability.

To handle this issue, the data was filtered in a number of
ways that resulted in an effective 0.014 Hz filter. This
meant that the center of gravity height could only be
updated every 70 seconds or so. Despite this slow
response, a new center of gravity height in a real world
application is only needed after a load change and prior
to the first hard turn.
                                                                 Figure 9. Calculation of proximity to rollover with the
                                                                 second set of data.
Figure 9 uses the individual lateral acceleration values in   ACKNOWLEDGMENTS
a comparison with the vehicle roll angle to determine
proximity of rollover. The vehicle roll angle is estimated    The authors want to acknowledge the support for
from the mechanical displacements of the spring on the        equipment and resources donated by the Mechanical
suspension.                                                   Engineering and Engineering Science Department of
                                                              UNC at Charlotte.
APPLICATION OF SYSTEM
                                                              REFERENCES
The value of this system is that it can provide a real time
analysis of a truck approaching rollover. The application     1. Winkler, C., “Rollover of Heavy Commercial
of this is a warning system for a driver or automatic            Vehicles”, University of Michigan Transportation
stability control system. As an example, consider the            Research Institute, Research review, volume 31 #4,
scenario where a heavy truck spends 99.99% of its time           Oct. – Dec. 2000
at very low lateral acceleration values. Even going
around turns tends to be at very low lateral acceleration     2. Chrstos, J. P. 1991. “An evaluation of static rollover
values. Even on the high risk entrance ramps onto a              propensity measures”. Interim final report, National
highway, trucks require several seconds to reach full            Highway Traffic Safety Administration, Vehicle
cornering speeds.                                                Research and Test Center, East Liberty, Ohio.
                                                                 Sponsor:     National   Highway     Traffic    Safety
What this system provides is a warning mechanism                 Administration, Washington, D.C. Report No. VRTC-
during these high risk events and in a quick enough way          87-0086/ DOT/HS 807 747.
to help the driver avoid rollover. In figure 10, the same
plot as in figure 9 is made; however, at 50% of the           3. Culley, C.; Anderson, R. L.; Wesson, L. E. 1978.
rollover condition an alarm is triggered. These values           Effect of cargo shifting on vehicle handling. Final
are shown in red.                                                report. Dynamic Science, Inc., Phoenix, Ariz.
                                                                 Sponsor: Federal Highway Administration, Bureau of
                                                                 Motor Carrier Safety, Washington, D.C. Report No.
                                                                 3989-78-22/FHWA-RD-78-76.

                                                              4. El-Gindy, M.; Woodrooffe, J. H. F. 1990. Study of
                                                                 rollover threshold and directional stability of log
                                                                 hauling trucks. National Research Council Canada,
                                                                 Division of Mechanical Engineering, Ottawa,
                                                                 Ontario. Report No. TR-VDL-002/ NRCC No. 31274.

                                                              5. Ervin, R. D. 1983. The influence of size and weight
                                                                 variables on the roll stability of heavy duty trucks.
                                                                 Michigan University, Ann Arbor, Transportation
                                                                 Research Institute. Report no. SAE 831163.

Figure 10, Proximity to rollover condition with warning                            ǘ
                                                              6. Odenthal, Dirk; B nte, Tilman; Ackerman, Jurgen
markers placed at 50% rollover condition.                        “Nonlinear Steering and Braking Control for Vehicle
                                                                 Rollover Avoidance”, German Aerospace Center,
CONCLUSION                                                       Institute of Robotics and System Dynamics,
                                                                 Oberpfaffenhofen, Wesling, Germany.
This research is in regards to the development of an
inexpensive anti-rollover system for use in the trailer       7. Zaloshnja, Eduard; Miller, Ted; 2006. Final Report
axles of a heavy commercial truck. It includes the               for Federal Motor Carrier Safety Administration.
design and experimental results for a real-time rollover         Federal Highway Administration, Washington DC.
warning system to inform the driver prior to rollover or to
initiate stability control algorithms in the vehicle. The     8. Eisele D, Daniel; Peng, Huei; 2000. “Vehicle
developed system in this research uses suspension                Dynamics Control With Rollover Prevention for
                                                                                                th
displacement, lateral acceleration, and wheel speed              Articulated Heavy Trucks” 5        International
measurements. These are used to continuously update              Symposium on Advanced Vehicle Control, University
the calculation of centre of gravity (CG) height which is        of Michigan, Ann Arbor, MI.
compared to the lateral acceleration to determine the
proximity of rollover.
Mechanical Engineering and Engineering Science in the
                                                           Lee College of Engineering of the University of North
CONTACT                                                    Carolina at Charlotte.      They can be reached at
                                                           nkadire@uncc.edu for Mr. Kadire and ptkacik@uncc.edu
Nishanth Reddy Kadire is working on his Master’s           for Dr. Tkacik. Additionally, Dr. Tkacik can be reached
degree and Dr. Peter Tkacik is an Assistant Professor of   at (704) 687-8114.

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Sensing Proximity to Trailer Rollover

  • 1. 09HTS-0021 Sensing Proximity to Trailer Rollover: Theoretical and Experimental Analysis Kadire, N. R., Tkacik, P.T., Merrill, Z. A., and Nimmagadda, P. The Department of Mechanical Engineering and Engineering Science The University of North Carolina at Charlotte Copyright © 2009 SAE International ABSTRACT non-collision type crashes. Furthermore, the fatality rate of rollover accidents was found to be significantly higher This research is in regards to the development of an than non-rollover cases. There are about 15000 rollovers inexpensive anti-rollover system for use in the trailer of commercial trucks every year, rollover accidents are axles of a heavy commercial truck. It includes the about 4% of the total accidents but when it comes to design and experimental results for a real-time rollover fatality rate they are higher in rollover when compared to warning system to inform the driver prior to rollover or to other accidents. Estimated damage costs because of initiate stability control algorithms in the vehicle. The rollover ranges from $91,112 to $289,549 depending on developed system in this research uses suspension the number of trailer it has, crashes with straight trucks displacement, lateral acceleration, and wheel speed which have no trailers had the lowest cost of $56,296 measurements. These are used to continuously update per crash. The average cost of property damage due to the calculation of centre of gravity (CG) height which is rollover accidents is $15,114. From the above data we compared to the lateral acceleration to determine the can say that rollover accidents are dangerous and cost proximity of rollover. lot of money for repairs. INTRODUCTION Therefore, active counter measures for rollover crashes are crucial for highway safety for trucks (and other This research improves the public safety on interstate vehicles). The developed system in this research uses highways through the development of an anti-rollover suspension displacement measurements, a lateral system for heavy commercial trucks. It includes the accelerometer, and wheel speed sensors to calculate design of an inexpensive real-time rollover warning the centre of gravity (CG) height and the proximity of system to inform the driver prior to rollover or else initiate rollover. stability control algorithms in the vehicle. Heavy commercial vehicles have a greater risk of rollover due Driver’s awareness of the situation depends on various to their large size, higher center of gravity and highway other factors such as speed, curvature of the road and width limitations. In addition to this, driver’s awareness of truck load. Many times drivers misjudge the situation rollover depends on vehicle type, load position and which end up in rollover crashes because every time torsional stiffness of the trailer, among many other they unload and load the truck with different type of load vehicle parameters. The result is that the rear end of the it becomes difficult for the driver to predict the exact trailer can act quite independently from the tractor and vehicle response and drive accordingly. They may not can initiate rollover before the driver is even aware of be aware that the truck is on the verge of rollover and by his/her imminent crash. the time he/she notices the situation it is too late to control it. Recent statistics on truck and bus crashes show that rollover occurred in 53.8% of the first harmful event of Taking all these factors into account the best method for rollover prevention is to install a warning system on the DO NOT TYPE IN THIS FOOTER SECTION ON PAGE 1. TEXT WILL BE INSERTED INTO THIS AREA BY SAE STAFF UPON RECEIPT OF THE FINAL APPROVED MANUSCRIPT AT SAE INTERNATIONAL.
  • 2. truck providing enough notice to take anti-rollover counter measures. The system works on the principal of rollover threshold. The threshold is the lateral acceleration at which rollover occurs and the system monitors the ratio of lateral acceleration to the acceleration for rollover. When the ratio reaches a predetermined amount, a warning is issued. Further studies by the author’s include a variety of driver warning (haptick feedback) systems. With the application of a reliable sensor and feedback system, an accurate and timely warning is issued regarding the impending rollover threat and the driver can take corrective measures in a timely fashion to avoid rollover accidents. THEORETICAL VEHICLE MODEL In order to develop model for rollover prevention we need to take into consideration its dynamic as well as static conditions. The axle spring rate is calculated when the vehicle is in rest position (static) by a simple load displacement test. This is done prior to installation of the rollover threshold program but does use the mobile computer spring displacement sensors. The center of gravity height is calculated when the vehicle is in motion Figure 1: Simplified free-body diagram of a heavy (dynamic). vehicle in a steady turn. The dynamic condition is studied for deriving the In the above equation there is the stabilizing moment equations of motion for the vehicle model which include due to the vehicle tires, . There are two rollover analysis. The model should be able to relate to the rollover conditions with suspension displacement destabilizing (overturning) moments acting in response. and results in an equation for the center of gravity height. Figure 1 shows a model of a heavy vehicle taking • A moment due to the weight of the vehicle acting a turn in which the there is a change in suspension at a position that is laterally offset from the displacement and shift in the center of gravity position. center of the track, . The nomenclature for the figure is • A moment due to lateral force acting at the center of gravity (CG) height of the vehicle, = Weight of the vehicle as a result of the external imposition of lateral acceleration. = Lateral acceleration These two destabilizing moments are opposed by one stabilizing (restoring) moment due to the side-to-side = Track Width transfer of vertical load on the tires, . This moment is also due to the internal, compliant responses = Shift in Center of Gravity relative to track of the vehicle. The maximum possible value of this moment is , which occurs when all load is = Reaction at Right & Left Tires transferred to one side of the vehicle, i.e., when and . = Center of Gravity height CENTER OF GRAVITY HEIGHT DETERMINATION The generalized equation of roll moment about a point on the ground at the center of the track is: While calculating the center of gravity height, the nomenclature of the truck changes and we consider different parameters and viewpoints in our analysis.
  • 3. are changes in displacement of the right and left spring (which is measured using linear potentiometers mounted in parallel with the spring). is the reaction force at the right spring suspension which is: Upon solving: Cancelling: Figure 2. Simplified free body diagram showing experimentally measured values. Solving for : m = Mass of the vehicle α = Roll angle Ts = Distance between springs T = Track width = Reaction at right & left springs Since center of gravity height hcg = , = Distance from center of axle to center of gravity is measured using a measuring tape or caliper during = Shift in center of gravity relative to the track length the axle spring rate measurements before the program is loaded (during the initial computer installation). = Distance from ground to center of the axle With these relations in the rollover threshold program, = Center of Gravity Height = the computer can calculate the Center of Gravity Height continuously. The variability in signals and the errors at Taking a moment around the point on the axle where the very low lateral accelerations require large numbers of left spring makes contact with it gives us the following calculations and several numerical and temporal filters. equation, However, the result is an updated center of gravity height determination with a 60 second response. Although this seems very slow, the reality is it needs to update only fast enough for a change in load before the first rollover condition. That is, it must calculate a new Here: CG height after loading or unloading of the trailer before entering a highway ramp.
  • 4. EXPERIMENTAL SETUP The experimental setup consists of linear potentiometers (see figure 4), lateral and longitudinal accelerometers The experimental setup consists of a collection of (see figure 5), a mobile data acquisition (CDS shown in electronic devices connected to the dual tire axle of a figure 3), and wheel speed sensor (not shown). The truck. For reasons of application, it is a mobile system potentiometers are mounted on both left and right that operates on 12 VDC and the majority of suspension springs and are hard wired to the data components are located inside the cab (see figure 3); acquisition system using a data loom. The however, the suspension displacement devices were accelerometer is connected to the data acquisition located outdoors and only marginally protected from system and placed at the center position of the vehicle. road debris. A permanent system would need to be A Hall Effect sensor was used for calculating wheel adapted to a harsh environment. speed in the evaluation of dynamic conditions of the vehicle and also for data analysis in order to locate and strip out stationary vehicle readings. Figure 3. CDS data acquisition inside vehicle. The developed system setup is simple and can be used Figure 5. X-Y Accelerometer mounted inside the vehicle. on any trailer (or vehicle). Linear potentiometers are used for the measurements of spring displacements and EXPERIMENTAL TESTS an accelerometer is used to measure lateral acceleration. For air suspension trailers, an air pressure With the vehicle wired up and the system powered, the sensor would also be needed; however, this research experiment starts in a stationary mode by taking spring was only done on leaf spring suspension systems. The rate measurements. As can be seen in the stair steps at system is powered by the vehicle electrical power and the right end of the displacement data in figure 7, loads does not require any power converter. were applied to the suspension and the spring deflection recorded. The loads were then removed and the result was a collection of spring displacements corresponding to changes in axle load. For experimental convenience reasons, the tests were done on the rear axle of a ‘dually’ pickup truck (a Chevrolet 3500 crew cab). The rear suspension is identical to most heavy commercial vehicles with the main differences being this being a driven beam axle, the size is smaller, and uses leaf springs whereas many heavy commercial vehicles are using air bags. DATA ANALYSIS Consider the following data for a pair of experimental runs. In review of the lateral acceleration data, it can be seen that in each of the two sets, there is a strong left turn followed by a strong right turn. In reality, these were Figure 4. Linear potentiometer attached in parallel to leaf sweeps around a skid pad counter-clockwise and then spring. reversed running clockwise. At the center of the data, the vehicle is brought to a stop and then returned to the skid pad for a second set.
  • 5. It was determined that an update rate of 70 seconds would be sufficient for calculating the center of gravity height because of two things: • The expectation is that the most frequently a heavy truck is loaded and unloaded is once every hour or so. • The fastest a truck would leave the loading dock and reach the on ramp onto a highway is on the order of minutes. The result is that the fastest the system would need to update after a load change is on the order of minutes Figure 6. Lateral acceleration versus time. and by this time, the computer would have already obtained a new CG height. Figure 7 shows the spring displacements for the same experimental runs. Notice that during the left hand turns, the left side spring drops and the right side spring is compressed upwards (with respect to the vehicle). In addition, the course included two large “Speed Bumps” which are easily seen on the displacement plots leading up to the skid pad and returning on both sets of runs. Figure 8. Filtered CG Height estimation is around 60”. Using the data from the two runs an analysis was made of the center of gravity height. It required several filtering schemes including data averaging. It also employed a requirement for volume of data within a reasonable range. That is, if the vehicle did not reach a Figure 7. Left Spring displacement (blue) and right threshold lateral acceleration for a period of time, then spring displacement (red) versus time. there was no updated estimation of CG height. This is why the estimated value around point 6400 returns to Using the calculations described in the theoretical zero. vehicle dynamics model above, a continuous calculation can be made of the Center of Gravity Height. It was found that this calculation is highly sensitive to the lateral acceleration values and any noise in the data. For example, as the lateral acceleration approaches zero, the calculated center of gravity height would experience an unreasonable amount of variability. To handle this issue, the data was filtered in a number of ways that resulted in an effective 0.014 Hz filter. This meant that the center of gravity height could only be updated every 70 seconds or so. Despite this slow response, a new center of gravity height in a real world application is only needed after a load change and prior to the first hard turn. Figure 9. Calculation of proximity to rollover with the second set of data.
  • 6. Figure 9 uses the individual lateral acceleration values in ACKNOWLEDGMENTS a comparison with the vehicle roll angle to determine proximity of rollover. The vehicle roll angle is estimated The authors want to acknowledge the support for from the mechanical displacements of the spring on the equipment and resources donated by the Mechanical suspension. Engineering and Engineering Science Department of UNC at Charlotte. APPLICATION OF SYSTEM REFERENCES The value of this system is that it can provide a real time analysis of a truck approaching rollover. The application 1. Winkler, C., “Rollover of Heavy Commercial of this is a warning system for a driver or automatic Vehicles”, University of Michigan Transportation stability control system. As an example, consider the Research Institute, Research review, volume 31 #4, scenario where a heavy truck spends 99.99% of its time Oct. – Dec. 2000 at very low lateral acceleration values. Even going around turns tends to be at very low lateral acceleration 2. Chrstos, J. P. 1991. “An evaluation of static rollover values. Even on the high risk entrance ramps onto a propensity measures”. Interim final report, National highway, trucks require several seconds to reach full Highway Traffic Safety Administration, Vehicle cornering speeds. Research and Test Center, East Liberty, Ohio. Sponsor: National Highway Traffic Safety What this system provides is a warning mechanism Administration, Washington, D.C. Report No. VRTC- during these high risk events and in a quick enough way 87-0086/ DOT/HS 807 747. to help the driver avoid rollover. In figure 10, the same plot as in figure 9 is made; however, at 50% of the 3. Culley, C.; Anderson, R. L.; Wesson, L. E. 1978. rollover condition an alarm is triggered. These values Effect of cargo shifting on vehicle handling. Final are shown in red. report. Dynamic Science, Inc., Phoenix, Ariz. Sponsor: Federal Highway Administration, Bureau of Motor Carrier Safety, Washington, D.C. Report No. 3989-78-22/FHWA-RD-78-76. 4. El-Gindy, M.; Woodrooffe, J. H. F. 1990. Study of rollover threshold and directional stability of log hauling trucks. National Research Council Canada, Division of Mechanical Engineering, Ottawa, Ontario. Report No. TR-VDL-002/ NRCC No. 31274. 5. Ervin, R. D. 1983. The influence of size and weight variables on the roll stability of heavy duty trucks. Michigan University, Ann Arbor, Transportation Research Institute. Report no. SAE 831163. Figure 10, Proximity to rollover condition with warning ǘ 6. Odenthal, Dirk; B nte, Tilman; Ackerman, Jurgen markers placed at 50% rollover condition. “Nonlinear Steering and Braking Control for Vehicle Rollover Avoidance”, German Aerospace Center, CONCLUSION Institute of Robotics and System Dynamics, Oberpfaffenhofen, Wesling, Germany. This research is in regards to the development of an inexpensive anti-rollover system for use in the trailer 7. Zaloshnja, Eduard; Miller, Ted; 2006. Final Report axles of a heavy commercial truck. It includes the for Federal Motor Carrier Safety Administration. design and experimental results for a real-time rollover Federal Highway Administration, Washington DC. warning system to inform the driver prior to rollover or to initiate stability control algorithms in the vehicle. The 8. Eisele D, Daniel; Peng, Huei; 2000. “Vehicle developed system in this research uses suspension Dynamics Control With Rollover Prevention for th displacement, lateral acceleration, and wheel speed Articulated Heavy Trucks” 5 International measurements. These are used to continuously update Symposium on Advanced Vehicle Control, University the calculation of centre of gravity (CG) height which is of Michigan, Ann Arbor, MI. compared to the lateral acceleration to determine the proximity of rollover.
  • 7. Mechanical Engineering and Engineering Science in the Lee College of Engineering of the University of North CONTACT Carolina at Charlotte. They can be reached at nkadire@uncc.edu for Mr. Kadire and ptkacik@uncc.edu Nishanth Reddy Kadire is working on his Master’s for Dr. Tkacik. Additionally, Dr. Tkacik can be reached degree and Dr. Peter Tkacik is an Assistant Professor of at (704) 687-8114.