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Importance of tread inertia and damping on the tyre/road contact stiffness

Julia Winroth (Institutionen för bygg- och miljöteknik, Teknisk akustik) ; Patrik Andersson (Institutionen för bygg- och miljöteknik, Teknisk akustik) ; Wolfgang Kropp (Institutionen för bygg- och miljöteknik, Teknisk akustik)
Journal of Sound and Vibration (0022-460X). Vol. 333 (2014), 21, p. 5378-5385.
[Artikel, refereegranskad vetenskaplig]

Predicting tyre/road interaction processes like roughness excitation, stick-slip, stick-snap, wear and traction requires detailed information about the road surface, the tyre dynamics and the local deformation of the tread at the interface. Aspects of inertia and damping when the tread is locally deformed are often neglected in many existing tyre/road interaction models. The objective of this paper is to study how the dynamic features of the tread affect contact forces and contact stiffness during local deformation. This is done by simulating the detailed contact between an elastic layer and a rough road surface using a previously developed numerical time domain contact model. Road roughness on length scales smaller than the discretisation scale is included by the addition of nonlinear contact springs between each pair of contact elements. The dynamic case, with an elastic layer impulse response extending in time, is compared with the case where the corresponding quasi-static response is used. Results highlight the difficulty of estimating a constant contact stiffness as it increases during the indentation process between the elastic layer and the rough road surface. The stiffness-indentation relation additionally depends on how rapidly the contact develops; a faster process gives a stiffer contact. Material properties like loss factor and density also alter the contact development. This work implies that dynamic properties of the local tread deformation may be of importance when simulating contact details during normal tyre/road interaction conditions. There are however indications that the significant effect of damping could approximately be included as an increased stiffness in a quasi-static tread model.



Denna post skapades 2014-09-15. Senast ändrad 2015-05-08.
CPL Pubid: 202729

 

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Institutioner (Chalmers)

Institutionen för bygg- och miljöteknik, Teknisk akustik

Ämnesområden

Akustik

Chalmers infrastruktur