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Why Curling Stones Curl: Modelling and Numerical Experiments

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Abstract

In curling, a sport played on ice, players release stones on the ice sheet at initial speeds of translation and rotation aiming to a target location with curled trajectory. To elucidate why the stones curl, we focus on the fact that asperities on the leading and trailing parts of the bottom of stone pass through the same spot on the ice surface twice within a short period of time. We also consider the fact that the ice is at a very high temperature close to its melting point and the recovery from the damaged state after the microscopic fracture and plastic deformation by the friction takes place quickly. Theoretical models for the magnitude and direction of the friction force between the stone and ice are developed and the motion of the stone was numerically analysed. Contribution of several factors that may be involved in friction on ice surfaces was investigated in detail. Analysis results were compared with experimental ones in literature and some were found to be in good agreement.

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Notes

  1. There are similarities and dissimilarities between the mechanical behaviours of ice and metals beyond the elastic limit. Plastic deformation of ice before the fracture is small even under the temperature just below the melting point [23, 24], but dislocations play an important role there [25,26,27,28].

  2. Equation (18) is widely accepted as an expression for the friction coefficient of ice, but theoretical and experimental results on the values of the velocity exponents ξ and μ0 are still controversial. Jensen and Shegelski [16], for example, showed experimentally that ξ = -0.7575 and μ0 = 0.013 when the translational velocity is sufficiently small compared to the rotational velocity. Yasutome et al. [29] investigated ice-to-ice motion without rotation for a velocity range of 10–4 to 10–1 m/s. They found that ξ ≈ − 0.675 for ice temperatures of -5˚C and velocities between 10–2 and 10–1 m/s, and that the coefficient of friction was constant for velocities below 10–2 m/s. Penner [17] showed theoretically that ξ = − 0.5, and in this paper, we assume this value for simplicity. Also, in the present study, the leading and trailing part of the stone are assumed to have different values of μ0 as described in Sect. 2.3. The average value of μ0 over the entire stone studied in this paper ranges from 0.005 to 0.012.

  3. See Appendix as for the dimension of μ0.

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Acknowledgements

Dr. Takao Kameda and Dr. Yasuhiro Harada at Kitami Institute of Technology are acknowledged for their helpful discussion on this work.

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This research did not receive any specific grant form funding agencies in the public, commercial or not-for-profit sectors.

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The author TO contributed to the study conception and design. Material preparation, data collection and analysis were also performed by the author.

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Correspondence to Tetsuya Ohashi.

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Appendices

Appendix

Motion of a non-rotating stone

When the stone is not rotating, the equation of motion for the stone is

$$m\frac{dv}{dt}=-\mu mg,$$
(38)
$$v=\frac{dy}{dt},$$
(39)

where m, y and v are the mass, position and velocity of the stone, respectively. μ is the dimensionless coefficient of kinetic friction and written as follows:

$$\mu ={\mu }_{0}{v}^{\xi }.$$
(40)

The pre-factor μ0 of the kinetic friction coefficient is a function of temperature, pressure, etc., and the dimension is mξsξ. Experimental studies have shown that the velocity exponent ξ is roughly − 1 ≤ ξ ≤ − 0.5. Integrating Eq. (38), we obtain

$$v={\left\{-{\mu }_{0}gt(1-\xi )+{{v}_{0}}^{1-\xi }\right\}}^{\frac{1}{1-\xi }},$$
(41)

where v0 is the initial velocity. Let tstop be the time at which the stone stops its motion. We have from v = 0,

$${t}_{stop}=\frac{1}{{\mu }_{0}g(1-\xi )}{{v}_{0}}^{1-\xi }.$$
(42)

The travel distance is calculated by integrating Eq. (41) and given by

$$y=\frac{1}{-{\mu }_{0}g(2-\xi )}{\left\{-(1-\xi ){\mu }_{0}gt+{{v}_{0}}^{1-\xi }\right\}}^{\frac{2-\xi }{1-\xi }}+\frac{1}{{\mu }_{0}g(2-\xi )}{{v}_{0}}^{2-\xi }.$$
(43)

The distance ystop after the stone stops the movement is

$${y}_{stop}=\frac{1}{{\mu }_{0}g(2-\xi )}{{v}_{0}}^{2-\xi },$$
(44)

where, v0 is the initial velocity. When ξ = − 0.5, ystop is

$${y}_{stop}=\frac{2}{5{\mu }_{0}g}{{v}_{0}}^\frac{5}{2}$$
(45)

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Ohashi, T. Why Curling Stones Curl: Modelling and Numerical Experiments. Tribol Lett 70, 107 (2022). https://doi.org/10.1007/s11249-022-01648-6

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