ArticlePublisher preview available

Method development to analyse the vertical and lateral dynamic road–vehicle interaction of heavy-duty vehicles

Authors:
To read the full-text of this research, you can request a copy directly from the authors.

Abstract and Figures

Full vehicle simulations and in this context utilized tyre models play in many ways a key role to analyse the vehicle–road interaction. The tyre model requirements are conflicting: on the one hand, the quality of the simulation results is of great significance; on the other hand, the calculation effort increases with the increasing complexity of the model. In this field of research, the DFG Research Group FOR 2089 “Durable pavement constructions for future traffic loads” develops a new modelling approach to depict and analyse dependencies of the road–tyre interaction to increase the simulation quality of road load impacts. Because of high static and dynamic wheel loads of commercial vehicles (CV), these are decisively responsible for the vehicle-induced road load stresses. The high diversity in this vehicle class causes an extreme complexity for modelling and simulating the road load stress using multi-body simulation models. To enable an efficient methodology, a modular and scalable modelling approach for different commercial vehicle classes has been developed. Various vehicle components have been depicted as either rigid or flexible bodies. The result of this research gives an indication of the influence of the level of detail of modelling different components on the calculated wheel loads and the lateral vehicle behaviour. Special focus has been put on the tyre modelling approach. Mathematical tyre models are often used in vehicle dynamics simulations, but due to the simplified assumption of a point contact between the tyre and the road, they reflect the real road load inaccurately. The road–tyre interaction has a big influence on vehicle dynamics (Winkler in Efficient MBS-modelling of commercial vehicle for vertical dynamics simulations and handling simulations, chassis.tech.plus 2016, München, 2016); therefore, it is necessary to reproduce the contact area more accurately. Using a physical tyre model, the tyre–road interaction can be analysed, since this model simulates a pronounced contact patch and enables to analyse the contact pressure distribution. Supported by high-resolution road surface measurements, a methodology has been developed to examine the tyre force transmission potential in the contact patch. Effects of the high-resolution approach on vehicle dynamics have been investigated in order to give valuable input for the sizing and specification of road construction.
This content is subject to copyright. Terms and conditions apply.
Vol.:(0123456789)
1 3
Automotive and Engine Technology (2018) 3:129–139
https://doi.org/10.1007/s41104-018-0034-z
ORIGINAL PAPER
Method development toanalyse thevertical andlateral dynamic
road–vehicle interaction ofheavy-duty vehicles
TobiasWinkler1 · DanielWegener1· LutzEckstein1
Received: 27 August 2017 / Accepted: 31 July 2018 / Published online: 3 August 2018
© Springer Nature Switzerland AG 2018
Abstract
Full vehicle simulations and in this context utilized tyremodels play in many ways a key role to analyse the vehicle–road
interaction. The tyremodel requirements are conflicting: on the one hand, the quality of the simulation results is of great
significance; on the other hand, the calculation effort increases with the increasing complexity of the model. In this field
of research, the DFG Research Group FOR 2089 “Durable pavement constructions for future traffic loads” develops a new
modelling approach to depict and analyse dependencies of the road–tyre interaction to increase the simulation quality of road
load impacts. Because of high static and dynamic wheel loads of commercial vehicles (CV), these are decisively responsible
for the vehicle-induced road load stresses. The high diversity in this vehicle class causes an extreme complexity for modelling
and simulating the road load stress using multi-body simulation models. To enable an efficient methodology, a modular and
scalable modelling approach for different commercial vehicle classes has been developed. Various vehicle components have
been depicted as either rigid or flexible bodies. The result of this research gives an indication of the influence of the level of
detail of modelling different components on the calculated wheel loads and the lateral vehicle behaviour. Special focus has
been put on the tyre modelling approach. Mathematical tyre models are often used in vehicle dynamics simulations, but due
to the simplified assumption of a point contact between the tyre and the road, they reflect the real road load inaccurately. The
road–tyre interaction has a big influence on vehicle dynamics(Winkler in Efficient MBS-modelling of commercial vehicle
for vertical dynamics simulations and handling simulations, chassis.tech.plus 2016, München, 2016); therefore, it is neces-
sary to reproduce the contact area more accurately. Using a physical tyre model, the tyre–road interaction can be analysed,
since this model simulates a pronounced contact patch and enables to analyse the contact pressure distribution. Supported
by high-resolution road surface measurements, a methodology has been developed to examine the tyre force transmission
potential in the contact patch. Effects of the high-resolution approach on vehicle dynamics have been investigated in order
to give valuable input for the sizing and specification of road construction.
Keywords Vertical and lateral dynamic· Road-vehicle interaction· Heavy-duty vehicle· Modular multi body modelling
approach· High definition road simulation model
1 Motivation
In the framework of the DFG Research Group FOR 2089
“Durable pavement constructions for future traffic loads”, the
development of future vehicle population forms an important
basis to derive robust requirements. Studies show that the
freight traffic on roads in Germany will increase around 81%
until 2050 compared to 2007, while the individual traffic
decreases slightly [4, 5]. The freight traffic with its high
static and dynamic wheel loads has a major influence on
road loads resp. damages and the road design. An analysis
of freight traffic on roads shows that the commercial vehicle
class has a great diversity. Previous investigations revealed
that the main goods are primarily transported by semi-
trailer trucks with a high growth rate, which is indicated
by an increase of the vehicle mileage of around 100% over
25years [5]. But not only semi-trailer trucks are of interest,
also other existing and future commercial vehicle classes
are relevant in order to determine road loads. To handle all
various classes as well as future trends in the development of
commercial vehicles, it is necessary to efficiently assemble
* Tobias Winkler
tobias.winkler@ika.rwth-aachen.de
1 Institut für Kraftfahrzeuge (ika) RWTH Aachen University,
Steinbachstr. 7, 52074Aachen, Germany
Content courtesy of Springer Nature, terms of use apply. Rights reserved.
... Simulation of dynamics requires the highest accuracy of the road surface to precisely calculate reaction forces at the tires' contact and consider rolling resistances on various surfaces [2]. Winkler et al. [3] analyzed the road-vehicle interaction with the help of CRG (Curved Regular Grid) models. Yavvari et al. [4] created a road surface-aware algorithm for automated driving using Open CRG. ...
Article
Full-text available
Digital twins of road surfaces support multiple engineering applications. Remote sensing technologies provide information from the entire surface of the pavement by high accuracy point clouds. Pavement errors and differences from designed geometry can be detected and assessed using such datasets, while OpenCRG models derived from point clouds support transportation applications. High-resolution CRG (Curved Regular Grid) models enable analyzing vehicle suspension systems in vehicle dynamics simulation environments. Furthermore, such models also support creating the digital twins of vehicle suspensions and improve the development and research of models related to vehicle dynamics. The paper presents how the suspension digital twin was obtained applying a genetic algorithm and how it was assessed. The quality of raw data and that of the derived methods are analyzed in the case of multiple mapping technologies (terrestrial, mobile, and aerial laser scanning). CRG models were created from all datasets, and their applicability was investigated to support vehicle simulations with high accuracy demand. Other important vehicle-related use cases are also mentioned in the paper.
Article
A virtual track train runs at fixed stations on designated lines. The short distance between stations requires frequent traction, uniform and braking, which will have a serious impact on vehicle performance and road life. A three-dimensional dynamics model of the virtual track train comprising three vehicles was established based on the theory of vehicle dynamics, tire dynamics, and nonlinear dynamics. The dynamics model comprised vehicle model and tire-road model, considering the dynamic coupling between vehicles and tire-road dynamic interaction. The field dynamic acceleration test of the actual virtual track train was used to validate the developed dynamics model. The running quality and road friendliness of the virtual track train in multiple running stages between stations were evaluated by theoretical analysis and numerical calculation. The results indicated that the running quality in the traction stage and braking stage is smaller than that in the uniform stage. The road friendliness in the uniform stage is better than that in the traction and braking stage. The increase in running speed and the decrease in road grade both reduce the running quality and road friendliness. The increase in acceleration or deceleration makes the road friendliness worse, and it has less impact on the running quality. The research results provide recommendations for the running mode of the virtual track train to improve the running quality. At the same time, they can provide guidance for asphalt pavement laying to slow down the road damage.
Chapter
This subproject of the research group FOR2089 focuses on the vehicle-induced road load and the interaction between vehicle, tire and road. The here presented measurement methods are not only used to validate the different simulation models established by the research group members, but also to parametrize and optimize physical tire models for the application to real road topology as well as asphalt texture models. In comparison to models with a single-point road contact, a discretized tire footprint interacts locally with the road, which allows the investigation of ground pressure and shear stress distribution on varying surfaces. In previous studies, this local road load has not been validated at this level of detail. By a holistic analysis of the tire’s influence on the vehicle and the road at the same time, a more realistic vehicle-tire-pavement behavior can be predicted by the simulation models. This chapter is separated into two parts. The first part mainly focusses on methods regarding vertical forces. As heavy-duty vehicles cause the highest loads on the main traffic routes, the methods for vertical dynamics are applied for heavy-duty purposes. The influence of different component model approaches on the road load are presented and validated using a hydraulic axle test rig. The second part presents methods for analyzing horizontal forces in the tire-road interface on a passenger car level to take advantage of specialized measurement systems. The influence of asphalt modulation on the tire force transmission mechanisms and the vehicle dynamics are presented. Furthermore, the friction characteristics on asphalt is investigated with a special regard to future tire measurement on artificial surfaces with asphalt texture.
Chapter
Asphalt pavement compaction is important, and it can determine the service quality as well as durability of pavement. In recent years, numerical methods have been extensively used to simulate and study the construction process of asphalt pavement and mechanical properties of asphalt mixtures. In the following sections, the compaction process, considering the interaction between the materials and the equipment, is simulated, and the influence of different compaction methods on the mechanical performance of asphalt mixtures is investigated. To achieve this goal, a pre-compaction model is developed using the Discrete Element Method (DEM), and the models of both materials and the paving machine are generated separately. After the pre-compaction simulation, the theory of bounding surface plasticity is combined with the theory of Finite Element Method (FEM) as well as with a kinematic model of a roller drum to simulate the asphalt mixture behavior during a roller pass. In order to ensure consistency both in the laboratory compaction and in-situ compaction, the Aachen compactor has been developed. The effect of different compaction methods (Field, Aachen and Marshall Compactions) on the asphalt specimens is compared and evaluated using the microscale FEM.
Article
Der Geschaeftsbereich Fahrwerk der Forschungsgesellschaft Kraftfahrwesen mbH Aachen (fka) und das Institut fuer Kraftfahrzeuge (ika) der RWTH Aachen University haben gemeinsam zwei mobile Pruefstaende entwickelt, die die Erfassung von Reifencharakteristiken auf realen Fahrbahnoberflaechen erlauben. Sie ergaenzen die bereits seit laengerem verfuegbaren Aussentrommelpruefstaende zur Messung von Reifeneigenschaften unter Laborbedingungen. Waehrend der fahrende Reifenpruefstand FaReP die Messung von Reifenkennfeldern fuer Quer- und Laengsschlupf auf Teststrecken und oeffentlichen Strassen erlaubt, werden mit den Linearzug-Reibwertpruefstand LiReP die lokalen Reibwertkennfelder einzelner Laufstreifengummiproben separat vom gesamten Reifen auf eben diesen Fahrbahnen gemessen. Ika und fka verfuegen damit ueber die erforderliche Pruefeinrichtung, um detaillierte ganzheitliche Untersuchungen der Kraftuebertragungseigenschaften im Reifen-Fahrbahn-Kontakt unter verschiedensten Umgebungsbedingungen durchzufuehren.
Article
Durch ihre Position im Bauwerk werden Fahrbahnübergangskonstruktionen an Brücken hochdynamisch belastet. Zudem treten in den letzten Jahren aufgrund der Altersstruktur vermehrt Sanierungen in den Vordergrund. Ziel des Forschungsprojektes EVAF – Entwicklung verschleißarmer Fahrbahnübergänge – ist es, ausgehend von einer Analyse der Einwirkungen und der daraus resultierenden Schäden, Lösungsansätze für robuste, wartungsarme bzw. mit geringem Aufwand instand zu setzende Technologien für Fahrbahnübergangskonstruktionen zu finden. Das Projekt wird in einer Auftragnehmergemeinschaft von der MAGEBA GmbH, der Universität für Bodenkultur (BOKU) und vom Austrian Institute of Technology (AIT) durchgeführt. In einem ersten Beitrag wurden die Ergebnisse der Schadenserhebung und Sensitivitätsanalysen an Fahrbahnübergangskonstruktionen (FÜK) gezeigt. Dieser Beitrag stellt die Ergebnisse der mobilen Datenerfassung von FÜK sowie der Analyse dynamischer Einwirkungen durch Fahrbahnunebenheiten vor. Development of low‐wear road expansion joints – Research project EVAF – Mobile collection of data – Analysis of dynamic impacts Road expansion joints are dynamically high loaded structural elements due to their exposed position. Repair and maintenance actions on road expansion joints have become more and more important over the last years. Goal of the research project EVAF – Development of low‐wear road expansion joints – is, based on analysis of the impact and resulting damages, the development of solutions for robust and low‐maintenance road expansion joints. The project is carried out in collaboration between the industrial partner Mageba and the research partners AIT (Austrian Institute of Technology) and the University of Natural Resources and Life Sciences in Vienna. A first publication about the project in this journal showed the results of damage evaluation and sensitivity analysis. This publication presents the results from the mobile collection of data and the numerical evaluation of the dynamic impact on road expansion joints.
(2010) Shell LKW-Studie-Fakten, Trends und Perspektiven im Straßengüterverkehr bis 2030
  • A G Shell
Shell, A.G.: (2010) Shell LKW-Studie-Fakten, Trends und Perspektiven im Straßengüterverkehr bis 2030, Hamburg/Berlin
OpenCRG The open standard to represent high precision 3D road data in vehicle simulation tasks on rough roads for handling, ride comfort, and durability load analyses, Präsentation
  • J Rauh
Rauh, J.: OpenCRG The open standard to represent high precision 3D road data in vehicle simulation tasks on rough roads for handling, ride comfort, and durability load analyses, Präsentation, 2010. http://www.openc rg.org (2010). Accessed 15 Mar 2017
Adaption von Labor-Reifenkennfeldern an reale Fahrbahnoberflächen
  • T Hüsemann
Hüsemann, T.: (2011) Adaption von Labor-Reifenkennfeldern an reale Fahrbahnoberflächen, Aachen
  • A G Progtrans
ProgTrans AG: Abschätzung der langfristigen Entwicklung des Güterverkehrs in Deutschland bis 2050. Bundesministerium für Verkehr, Bau und Stadtentwicklung, Basel (2007)