The impact of road roughness on the duration of contact between a vehicle wheel and road surface

被引：31

作者：

Zuraulis, Vidas ^{[1
]}

Levulyte, Loreta ^{[1
]}

Sokolovskij, Edgar ^{[1
]}

机构：

[1] Vilnius Gediminas Tech Univ, Dept Automobile Transport, Vilnius, Lithuania

来源：

TRANSPORT | 2014年 / 29卷 / 04期

关键词：

contact duration; suspension displacement; road pavement roughness; IRI; wheel motion; vertical acceleration; SUSPENSION; PAVEMENT;

D O I：

10.3846/16484142.2014.984330

中图分类号：

U [交通运输];

学科分类号：

08 ; 0823 ;

摘要：

The paper analyses the impact of the road micro-profile on the duration and the type of the vehicle wheel contact with the road surface driving at different speed. The selected vehicle bicycle model describes vertical displacements of front and rear wheels and their suspension as well as the impact of the vehicle body motion and longitudinal oscillation. International Roughness Index (IRI) and micro-profile irregularities of the road section analysed in the paper were identified using specialized road testing equipment. The experimental investigations measuring the vehicle suspension displacement and the body acceleration were carried out. Frequency characteristics of suspension motion and regularities of vertical movement of the wheel were identified after dividing the investigated road section according to driving modes. The analysis into the wheel contact with the road surface and identified correlations enable to determine the vehicle stability on selected quality roads.

引用

页码：431 / 439

页数：9

共 29 条

[1] Simulated experimental design used to define the characteristic curves of car shock-absorbers [J].

Arcidiacono, G ;

Capitani, R ;

Vianello, M .

QUALITY AND RELIABILITY ENGINEERING INTERNATIONAL, 2001, 17 (02) :71-84

[2] Vehicle Dynamic Safety in Measured Rough Pavement [J].

Barbosa, Roberto Spinola .

JOURNAL OF TRANSPORTATION ENGINEERING, 2011, 137 (05) :305-310

[3]

Bogdeviius M., 2012, TRANSPORTO PRIEMONIU, P205

[4] DEPENDENCE OF THE RECYCLED ASPHALT MIXTURE PHYSICAL AND MECHANICAL PROPERTIES ON THE GRADE AND AMOUNT OF REJUVENATING BITUMEN [J].

Cygas, Donatas ;

Mucinis, Darjusas ;

Sivilevicius, Henrikas ;

Abukauskas, Nemunas .

BALTIC JOURNAL OF ROAD AND BRIDGE ENGINEERING, 2011, 6 (02) :124-134

[5]

Dixon J. C., 2014, SHOCK ABSORBER HDB

[6]

Filippov V. V., 2009, VESTNIK KHARKOVSKOGO, V47, P63

[7] Evaluation of International Friction Index Coefficients for Various Devices [J].

Flintsch, Gerardo W. ;

Izeppi, Edgar de Leon ;

McGhee, Kevin K. ;

Roa, Julio Alberto .

TRANSPORTATION RESEARCH RECORD, 2009, (2094) :136-143

[8] Critical Rut Depth for Pavement Maintenance Based on Vehicle Skidding and Hydroplaning Consideration [J].

Fwa, T. F. ;

Pasindu, H. R. ;

Ong, G. P. .

JOURNAL OF TRANSPORTATION ENGINEERING, 2012, 138 (04) :423-429

[9] Analysis of design solutions in the objects of gravel roads paving programme in terms of traffic safety [J].

Gintalas, Vilimas ;

Zilioniene, Daiva ;

Dimaitis, Mindaugas ;

Lukosaitis, Darius ;

Lipneviciute, Kristina ;

Vitkiene, Jurate .

BALTIC JOURNAL OF ROAD AND BRIDGE ENGINEERING, 2008, 3 (02) :93-100

[10]

Levulyte L, 2014, EKSPLOAT NIEZAWODN, V16, P518

← 1 2 3 →