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Vertical Loads Effects Applied on the Pavement Considering the Variation on Tire Pressure

Journal of Traffic and Transportation Engineering 2014年第2期2卷 107-115页

作者： pablo yugo yoshiura kubo Cassio Eduardo Lima de Paiva Adelino Jorge Lopes Ferreira Arthur Eduardo de Freitas Larocca Glaucio Rogerio Cararo Department of Civil Engineering University of Campinas Campinas 13083-852 Brazil Department of Civil Engineering University of Coimbra Coimbra 3030-788 Portugal Department of Mechanical Engineering Alpha Technical Services Curitiba 80520-590 Brazil Chassis and Vehicle Dynamic Engineering Volvo Group Latin America Curitiba 81290-000 Brazil

The main objective of this paper is to analyse the vertical loads effects applied on the pavement, considering the variation of tire pressure, from a truck＇s front suspension. For the measurements, a durability test track located in Brazil has been used. The tire pressure was increased by l0 psi from 90 psi to 130 psi with a constant load of 6 t on the front suspension, the maximum allowed load for front axle according to Brazilian legislation. By applying relative damage concept, it is possible to conclude that the variation on the tire pressure will not affect significantly the load applied on the pavement. However, it is recommended to repeat the same methodology in order to analyse the influence on the variation of the other quarter car model variants.

关键词： Vertical load pavement relative damage.

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Quantification of the Vertical Load Applied to the Pavement during Cornering Maneuver of a Battery Electric Commercial Vehicle

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Journal of Traffic and Transportation Engineering 2024年第5期12卷 207-213页

作者： pablo kubo Ney Siqueira Gilberto Grossl Luis Welin Mairon Dobicz Marcio Andrade Department of Complete Vehicle Volvo Group North AmericaGreensboro 27409USA Department of Complete Vehicle Volvo Trucks BrazilCuritiba 81260-900Brazil

The wheel loads of heavy trucks are the major source of pavement damage,given the repeated loadings imposed by them due to transient events and surface *** related studies focus on steady-state context regarding simplified vehicle’s parameters and ideal pavement conditions,this paper aims to analyze the vertical load applied to the pavement by considering cornering maneuver as a transient event,on a battery electric vehicle *** this concern,measurements were performed on a rigid truck,with two steering front axles,in a closed course proving *** relationship has been presented between vehicle’s speed,lateral acceleration and transferred vertical load for a given curve radius of 85.6 m and 3.7°of transversal *** measurements results indicated that for every 10 km/h increasing on the vehicle’s speed,additional 110 kgf will be transferred to the pavement on the outer side of the cornering *** value itself could not be considered high,but it will be also added to the static load,or overload in some truck applications.

关键词： Load transfer durability vehicle dynamics

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Influence of shock absorber condition on pavement fatigue using relative damage concept

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Journal of Traffic and Transportation Engineering(English Edition) 2015年第6期2卷 406-413页

作者： pablo kubo Cassio Paiva Adelino Ferreira Arthur Larocca Department of Civil Engineering State University of Campinas Department of Civil Engineering University of Coimbra Department of Engineering Alpha Servicos de Assessoria Tecnica Ltda

Considering the importance of the road transportation nowadays, concerns related to pavement deterioration and maintenance have become relevant subjects. Especially for commercial vehicles, the vertical dynamic load （characterized by the tire-road interaction） is directly related to wear on the road surface. Given this, the main objective of this paper is to analyse effects of vertical loads applied on the flexible pavement, considering the variation of the condition of shock absorbers from a truck＇s front suspension. The mea- surements were performed on a rigid truck, with 2 steering front axles, in a durability test track located in Brazil. With a constant load of 6 tons on the front suspension （the maximum allowed load on front axles according to Brazilian legislation）, 3 different shock absorber conditions were evaluated： new, used and failed. By applying the relative damage concept, it is possible to conclude that the variation of the shock absorber conditions will significantly affect the vertical load applied on the pavement. Although the results clearly point to a dependent relationship between the load and the condition of the shock ab- sorbers, it is recommended to repeat the same methodology, in future to analyse the influence of other quarter car model variants （such as spring rate, mass and tire spring stiffness）.

关键词： Vertical load Pavement Relative damage Shock absorber

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