Travelling performance of a wheel on a finite thickness ground

Hashiguchi, Koichi; Nohse, Y.; Ueno, Masaki; Sumiyoshi, Ken; Uchiyama, Kazuo; Yoshimaru, Tetsuji

doi:10.1016/0022-4898(94)90021-3

Cited by 3 publications

(1 citation statement)

References 2 publications

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“…Moreover, it is widely known that the drawbar-pull of off-the-road vehicles increases gradually with the slippage induced by the relative displacement between wheels and soils (cf. Nohse et al, 1991;Hashiguchi et al, 1994;Shikanai et al, 2000). This phenomenon cannot be described by classical or conventional friction models since the tangential traction for the sliding condition is attained for null or infinitesimal tangential relative displacement and thus the maximum drawbar-pull is predicted even for null or infinitesimal slippage.…”

Section: Discussionmentioning

confidence: 96%

Unconventional friction theory based on the subloading surface concept

Hashiguchi

Ozaki

Okayasu

2005

International Journal of Solids and Structures

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Section: Discussionmentioning

confidence: 96%

Unconventional friction theory based on the subloading surface concept

Hashiguchi

Ozaki

Okayasu

2005

International Journal of Solids and Structures

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Description of sand–metal friction behavior based on subloading-friction model

Ozaki¹,

Yamakawa

Ueno

et al. 2022

Friction

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A subloading-friction model is formulated to describe the smooth transient variation from static friction to kinetic friction, the recovery to static friction after the sliding velocity decreases, and the accumulation of sliding displacement under the cyclic loading of contact stress. In the past relevant studies, however, the model formulation used for simulations is limited to the hypoelastic-based plasticity framework, and the validation of the model is limited to simulations of the test data for metal-to-metal friction. In this study, the formulation of the subloading-friction model based on a hyperelastic-based plasticity framework is adopted. In the fields of civil, geotechnical, agricultural engineering, and terramechanics, the interaction between soils and metals is critical, as reflected in construction and agricultural machinery, foundation piles, and retaining walls. The validity of the model for describing the friction between various sands and metals is verified by simulations of the experimental data under monotonic and cyclic loadings.

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