Dynamic Load Coefficient of Tyre Forces from Truck Axles...

12
- AppliedMechanics andMaterials Vols. 405-408 (2013)pp 1900-1911 Oaline available since 2013/Sep/O3 at www.scientijic.net 0 (2013) Trans Tech Publications, Switzerland doi: 10.4028/www.scient~c.net/', 405-408.1900 Dynamic Load Coefficient of Tyre Forces from Truck Axles Rosnawati ~uhari'll, Munzilah Md ~ o h a n i . ~ . ~ and Mohd Ezree ~ b d u l l a h ~ ~ " 172~3 JKIG, Faculty of Civil and Environmental Engineering, University Tun Hussein Onn Malaysia, 86400, Parit Raja, Batau Pahat, Johor, Malaysia, Keywords: Dynamic load coefficient, quarter truck, vehicle loading variation, road profile, suspension stiffness, damping stiffness. Abstract: This study aims to predict the Dynamic Load Coefficient @LC) of tyre forces from truck axles. Dynamic Load Coefficient is frequently used to characterise the dynamic loads generated by axles. It is a simple measurement of the dynamic variation magnitude of the axle load, for a specific combination of road roughness and speed. Under normal operating conditions, the DLC's value is typically in the range of 0.05-0.3, and close to zero when the truck's wheels are moving over a perfectly smooth road. To achieve the objectives of this study, which is to determine the DLC's value for seven different types of axles, a simple validated quarter-truck model was excited by a random road surface profile, in order to simulate a vehicle-road interaction. Points are equally spaced along the simulated road to generate dynamic loadings over a broad range of truck speeds. Multiple trucks gross-weight conditions were used to present realistic traffic behaviour. The results showed that irregular road profiles, exciting the vehicle as it travelled, caused continually changing tyre forces. Also, dynamic loading was seen to be fundamentally influenced by the type of suspension (i.e., air and steel), loading condition, and vehicle speed. For example, the DLC value of the tyre forces of the quarter-truck fitted with a steel suspension was found to be more than twice that of the truck fitted with an air suspension. Tyre forces of the one-third laden truck were more aggressive than any other loading condition, due to the uncertain body-bounce generated by the tmck, which was strongly dependent on surface irregularities. At low speed, the DLC was greatly decreased if the load was increased. Furthermore, DLC value was always lower for trucks with air suspension over steel suspension, for the same load and vehicle speed. However, air suspension efficiency was clearly better for higher axle loads. Introduction Several factors influence the dynamic response of axle tyres, including vehicle speed, road irregularities, suspension type, loading conditions, etc. Vehicle speed has a very close relation with the roughness level of the road. The dynamic behaviour of a heavy vehicle axle fitted with wheel mounted instrumentation showed that dynamic loading patterns on road surfaces are very similar for the same vehicle at the same speed [I]. At low vehicle speeds, the vibration is slight, but at high vehicle speeds, the motion leads to significant vehicle vibrations, which not only reduce the ride quality of the occupants, but also generate adchtional inertia forces. The increase in dynamic load with speed is compensated for by the shorter duration of an applied axle load at an increased speed. Therefore, rutting may be Qrninished by the decreasing loading time at high speed. Also, as agreed by Cebon, road materials and structural responses are sensitive to vehicle speed and to the frequency content of the applied loads [2]. Axle loads applied at lower speeds can caused hgher damage than loads applied at higher speeds; particularly on asphalt concrete pavement and at higher speeds, which produce higher dynamic loads. As speed increases, the peak strain (under a constant moving load) diminishes in amplitude, and occurs behind the point of load application. He also noted that the dynamic tyre forces applied to road surfaces by heavy vehicles caused a premature road failure. Moreover, Root Mean Square (RMS) dynamic wheel loads for various suspensions, tyres, and operating conditions, generally have broadly similar conclusions about the effect of suspension and tyre types on dynamic wheel loads All rights resewed. No part of contents of this paper may be reproduced or transmitted in any form or by any means without the written permission of nP, www.ttp.net. (ID: 103.31.34.2, UTHM, Malaysia-26/09/13,08:46:33)

Transcript of Dynamic Load Coefficient of Tyre Forces from Truck Axles...

Page 1: Dynamic Load Coefficient of Tyre Forces from Truck Axles ...eprints.uthm.edu.my/4353/1/rosnawati_buhari_2_U.pdf · pavement loading for heavy trucks," Transportation research record

- AppliedMechanics andMaterials Vols. 405-408 (2013) pp 1900-1911 Oaline available since 2013/Sep/O3 at www.scientijic.net 0 (2013) Trans Tech Publications, Switzerland doi: 10.4028/www.scient~c.net/', 405-408.1900

Dynamic Load Coefficient of Tyre Forces from Truck Axles

Rosnawati ~uhari'l l, Munzilah Md ~ o h a n i . ~ . ~ and Mohd Ezree ~ b d u l l a h ~ ~ " 172~3 JKIG, Faculty of Civil and Environmental Engineering, University Tun Hussein Onn Malaysia,

86400, Parit Raja, Batau Pahat, Johor, Malaysia,

Keywords: Dynamic load coefficient, quarter truck, vehicle loading variation, road profile, suspension stiffness, damping stiffness.

Abstract: This study aims to predict the Dynamic Load Coefficient @LC) of tyre forces from truck axles. Dynamic Load Coefficient is frequently used to characterise the dynamic loads generated by axles. It is a simple measurement of the dynamic variation magnitude of the axle load, for a specific combination of road roughness and speed. Under normal operating conditions, the DLC's value is typically in the range of 0.05-0.3, and close to zero when the truck's wheels are moving over a perfectly smooth road. To achieve the objectives of this study, which is to determine the DLC's value for seven different types of axles, a simple validated quarter-truck model was excited by a random road surface profile, in order to simulate a vehicle-road interaction. Points are equally spaced along the simulated road to generate dynamic loadings over a broad range of truck speeds. Multiple trucks gross-weight conditions were used to present realistic traffic behaviour. The results showed that irregular road profiles, exciting the vehicle as it travelled, caused continually changing tyre forces. Also, dynamic loading was seen to be fundamentally influenced by the type of suspension (i.e., air and steel), loading condition, and vehicle speed. For example, the DLC value of the tyre forces of the quarter-truck fitted with a steel suspension was found to be more than twice that of the truck fitted with an air suspension. Tyre forces of the one-third laden truck were more aggressive than any other loading condition, due to the uncertain body-bounce generated by the tmck, which was strongly dependent on surface irregularities. At low speed, the DLC was greatly decreased if the load was increased. Furthermore, DLC value was always lower for trucks with air suspension over steel suspension, for the same load and vehicle speed. However, air suspension efficiency was clearly better for higher axle loads.

Introduction

Several factors influence the dynamic response of axle tyres, including vehicle speed, road irregularities, suspension type, loading conditions, etc. Vehicle speed has a very close relation with the roughness level of the road. The dynamic behaviour of a heavy vehicle axle fitted with wheel mounted instrumentation showed that dynamic loading patterns on road surfaces are very similar for the same vehicle at the same speed [I]. At low vehicle speeds, the vibration is slight, but at high vehicle speeds, the motion leads to significant vehicle vibrations, which not only reduce the ride quality of the occupants, but also generate adchtional inertia forces. The increase in dynamic load with speed is compensated for by the shorter duration of an applied axle load at an increased speed. Therefore, rutting may be Qrninished by the decreasing loading time at high speed. Also, as agreed by Cebon, road materials and structural responses are sensitive to vehicle speed and to the frequency content of the applied loads [2].

Axle loads applied at lower speeds can caused hgher damage than loads applied at higher speeds; particularly on asphalt concrete pavement and at higher speeds, which produce higher dynamic loads. As speed increases, the peak strain (under a constant moving load) diminishes in amplitude, and occurs behind the point of load application. He also noted that the dynamic tyre forces applied to road surfaces by heavy vehicles caused a premature road failure. Moreover, Root Mean Square (RMS) dynamic wheel loads for various suspensions, tyres, and operating conditions, generally have broadly similar conclusions about the effect of suspension and tyre types on dynamic wheel loads

All rights resewed. No part of contents of this paper may be reproduced or transmitted in any form or by any means without the written permission of n P , www.ttp.net. (ID: 103.31.34.2, UTHM, Malaysia-26/09/13,08:46:33)

Page 2: Dynamic Load Coefficient of Tyre Forces from Truck Axles ...eprints.uthm.edu.my/4353/1/rosnawati_buhari_2_U.pdf · pavement loading for heavy trucks," Transportation research record
Page 3: Dynamic Load Coefficient of Tyre Forces from Truck Axles ...eprints.uthm.edu.my/4353/1/rosnawati_buhari_2_U.pdf · pavement loading for heavy trucks," Transportation research record
Page 4: Dynamic Load Coefficient of Tyre Forces from Truck Axles ...eprints.uthm.edu.my/4353/1/rosnawati_buhari_2_U.pdf · pavement loading for heavy trucks," Transportation research record
Page 5: Dynamic Load Coefficient of Tyre Forces from Truck Axles ...eprints.uthm.edu.my/4353/1/rosnawati_buhari_2_U.pdf · pavement loading for heavy trucks," Transportation research record
Page 6: Dynamic Load Coefficient of Tyre Forces from Truck Axles ...eprints.uthm.edu.my/4353/1/rosnawati_buhari_2_U.pdf · pavement loading for heavy trucks," Transportation research record
Page 7: Dynamic Load Coefficient of Tyre Forces from Truck Axles ...eprints.uthm.edu.my/4353/1/rosnawati_buhari_2_U.pdf · pavement loading for heavy trucks," Transportation research record
Page 8: Dynamic Load Coefficient of Tyre Forces from Truck Axles ...eprints.uthm.edu.my/4353/1/rosnawati_buhari_2_U.pdf · pavement loading for heavy trucks," Transportation research record
Page 9: Dynamic Load Coefficient of Tyre Forces from Truck Axles ...eprints.uthm.edu.my/4353/1/rosnawati_buhari_2_U.pdf · pavement loading for heavy trucks," Transportation research record
Page 10: Dynamic Load Coefficient of Tyre Forces from Truck Axles ...eprints.uthm.edu.my/4353/1/rosnawati_buhari_2_U.pdf · pavement loading for heavy trucks," Transportation research record
Page 11: Dynamic Load Coefficient of Tyre Forces from Truck Axles ...eprints.uthm.edu.my/4353/1/rosnawati_buhari_2_U.pdf · pavement loading for heavy trucks," Transportation research record

I 1910 Progress in Industrial and Civil Engineering II

References

[ l ] Gyenes L, Mitchell CGB, "The spatial repeatability of dynamic pavement load caused by heavy goods vehicles," Third Int. Symposium on Heavy vehicle weights and dimensions, UK, Thomas Telford, 1992.

[Z] Cebon D., "Handbook of vehicle -road interaction," Taylor and Francis Group, England, 1999.

[3] Sweatman, P.F., "A study of dynamic wheel forces in axle group suspensions of heavy vehicles," Australian Road Research Board, Special Report SR 27, 1983,56.

[4] Woodrooffe JHL, Le Blanc PA, Le Piane KR., "Effect of suspension variation on the dynamic wheel load of a heavy articulate highway vehicle", Canroad transportation Research cooperation ,Canada, Vehicle Weight and Dimension study, 1 986, Vol. 1 1

[5] Addis R.R., Halliday A.R., Mitchell C. G.B., "Dynamic loading of road pavements by heavy good vehicle," Proc. Congress on Eng. Design, Seminar 4A-03, Birmingham, 1986.

[6] Gyenes L, Mitchell CGB, Philip SD., "Dynamic pavement load and tests of road friendliness for heavy vehicle suspension." Third Int. Symposium on Heavy vehicle weights and dimensions, UK, Thomas Telford, 1992.

[7] Sun L., and Kennedy TW., "Spectral analysis and parametric study of stochastic pavement loads," Journal of Engineering Mechanic, (1996), Vol. 128, 2002, pp. 318-327.

[9] Gillispie et al., "Effect of heavy vehicle characteristics on pavement response and performance, " Transportation Research Board NCHRP Report no 3 53, 1993.

[ lo] Magnusson et al., "The influence of Heavy vehicle' springing characteristic and tyre equipment on the deterioration of the road, " VTI (Translation by TRRL as WPN&ED/86/16, Report No. 270,1984.

[l 11 Heath A.N., "Modelling and simulation of road surface roughness," Vehicle system Dynamic, 18, 1989, pp. 275-284.

[12] Hahn WD., "Eyect of commercial vehicle design on road stress -vehicle research results," Translated by TRRL as W & E D / 8 7 / 3 8, 1985.

[13] Monismith et al., "Viscoelastic behaviour of asphalt concrete pavement," lSt Int. Conf. On the Structural Design of Asphalt Pavement, 1962.

[14] Papagiannakis A.T., (1997), "Calibration of WA4 Systems, through dynamic vehicle Simulation, " J. Of Testing and Evaluation, JTEVA, Vol. 25, No. 2, pp. 197-204.

[15] Sun L., and Kennedy TW., "Spectral analysis and parametric study of stochastic pavement loads," Journal of Engineering Mechanic, vol. 128,2002, pp. 318-327.

[16] Cole DJ. and Cebon D., "Truck suspension design to minimise road damage," IMechE. J. Auto. Eng., Vol. 210, 1996, pp. 95-107.

[17] DIVINE, "Dynamic interaction between vehicles and infrastructure experiment," Technical Report, 1998.

[18] Dixon, J. C., "Tyres, suspension and handling, " Society of Automotive Engineers, Warrendale, PA, 1996.

[19] Dodds C.J., Robson J.D., "The description of road surface roughness," J. Sound and vibration, 31(2), 1973, pp. 175-183.

[20] Hardy M.S. A., Cebon D., "Importance of speed and frequency in flexible pavement response," J. Eng. Mech. ASCE 120(3), 1994, pp. 463-482.

[21] Highway Planning Unit, Ministry of Works Malaysia, 2006

Page 12: Dynamic Load Coefficient of Tyre Forces from Truck Axles ...eprints.uthm.edu.my/4353/1/rosnawati_buhari_2_U.pdf · pavement loading for heavy trucks," Transportation research record

Applied Mechanics and Materials Vols. 405-408 1911

[22] Collop A.C., "Alternative methods of trafic characterization in flexible pavement design," Proc. Instn. Mech. Engrs. Vol. 215 Part D, (2001), pp. 141-156

[23] Deng, X.J., and Sun, L., "Dynamic vertical loads generated by vehicle-pavement interactions," Proc. Symposium on Adv. Transp. Sys., Canadian Society for Mechanical Engineering, Hamilton, Ontario, Canada, 1996,

[24] Sun L and Luo F., "Nonstationary dynamic pavement loads generated by vehicles travelling at varying speed, " Journal of Transportation Engineering, ASCE, 2007.

[25] Todd K. B., Kulawowski B. T., "Simple computer models for predicting ride quality and pavement loading for heavy trucks," Transportation research record No 1215, 1991, pp. 137- 150.

[26] Collop A.C., "Eflect of traflc and temperature on flexible pavement wear," PhD thesis, Cambridge University Engineering Department, Cambridge UK, 1994.

[27] Sun L., "Computer simulation and field measurement of dynamic pavement loading," Mathematic and Computers in Simulation 56,2001, pp. 297-313.

[28] Fancher P. S., Ervin R. D., MacAdam C. C. and WinklerC. B., "Measurement and representation of the mechanical properties of truck leaf springs." SAE paper 800905, 1980.

[29] Weight Restriction Orders, 2003, Malaysia