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# A Scratch-Guide Model for the Motion of a Curling Rock

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## Abstract and Figures

A model based on a scratch-guide mechanism being responsible for the curl of a curling rock is presented. The model is based on the postulate that when the asperities around the rear of the running band of a curling rock cross the scratches produced by the front of the running band, at an angle due to the rotation of the curling rock, a sideways force will be exerted on them. It is shown that such a mechanism does lead to a curl distance of the correct magnitude and one that is insensitive to angular velocity. The model is then compared to previous experimental results where it is found to be in good agreement.
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Penner The Motion of a Curling Rock
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A scratch-guide model for the motion of a curling rock
Author: A. Raymond Penner
Vancouver Island University
900 Fifth Street
V9R 5S5
Email: raymond.penner@viu.ca
Tel: 250 753-3245 ext: 2336
PACS: 01.80.+b
Penner The Motion of a Curling Rock
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A scratch-guide model for the motion of a curling rock
Abstract
A model based on a scratch-guide mechanism being responsible for the curl of a curling rock is
presented. The model is based on the postulate that when the asperities around the rear of the
running band of a curling rock cross the scratches produced by the front of the running band, at
an angle due to the rotation of the curling rock, a sideways force will be exerted on them. It is
shown that such a mechanism does lead to a curl distance of the correct magnitude and one that
is insensitive to angular velocity. The model is then compared to previous experimental results
where it is found to be in good agreement.
1. Introduction
The game of curling involves sliding a 20 kg curling rock down a sheet of ice towards a
target approximately 28 m away. The curler gives the rock some initial angular velocity as it is
released which typically results in the rock undergoing between 1 and 4 rotations as it travels
down the ice. The angular velocity causes the rock to deflect or curl away from the straight line
path. The total amount of curl is approximately 1 m although it can vary from this value by as
much as 30%. The direction of the curl is determined by the direction of the angular velocity. If
the rock is rotating clockwise, as seen from above, it will curl to the right. If the rock is rotating
counterclockwise it will curl to the left. Up until now it has not been clear what is causing the
curling rock to curl. A key feature is that the cause of the curl, the rotation of the curling rock,
has very little impact on the amount of the curl. As long as the curling rock is given some initial
angular velocity, it will curl approximately 1 m whether it undergoes one rotation or ten as it
travels down the ice.
In order to try to understand the motion of a curling rock some further details are needed.
First the curling rock is not flat on the bottom but is curved so that only an annulus, called the
running band, makes contact with the ice surface. The running band is approximately 6 cm in
radius and is approximately 5 mm wide. Although the curling rock is polished granite, the
running band is intentionally roughened. In addition, the ice surface itself is not smooth but is
sprinkled with water so as to leave small ice pebbles on the surface. These ice pebbles are less
than 1 mm in height and are a few mm in width. These ice pebbles greatly reduce the friction
Penner The Motion of a Curling Rock
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between the curling rock and the ice surface making it much easier to slide the rocks down the
ice. Finally members of the team are allowed to sweep immediately in front of the curling rock
which lowers the overall friction and increases the distance the rock travels before stopping.
There have been many attempts to explain why a curling rock curls. A review of the
history of the scientific investigation of curling is provided by Lozowski et al [1]. The most
common explanations have been based on a front-back asymmetry for the friction force which is
acting around the running band. The frictional force is generally taken to be normal Coulomb
friction, i.e. friction which opposes the direction of motion. If the friction on the rear half of the
running band is greater than that on the front half of the running band the rotating rock will
deflect in the correct direction. Proposed models in this category include Johnson [2], Shegelski
et al [3-5]; Denny [6], and Maeno [7]. These models differ in the explanation of why the friction
along the rear of the running band is greater. Maeno [8] provides a brief review of some of these
models and concludes that more experimental measurements are needed. All the front-back
asymmetry models suffer from the same two problems as discussed by Nyberg et al [9]. First,
even in the unrealistic case where all of the frictional force is confined just to the rear half of the
running band, the maximum amount of curl achievable by these models is approximately 0.5 m
for the rotational velocities seen in the game. Second, in these front-back asymmetry models the
amount that the rock curls is naturally found to depend on the angular velocity of the curling
rock, which as stated is definitely not the case. Although this second problem can be overcome
by having the distribution of the frictional force varying with angular velocity in the correct
manner [6] the first problem still exists. A front-back asymmetry with normal Coulomb friction
simply cannot explain the curl of a curling rock.
Other attempts have been based on a left-right asymmetry for the frictional force. The
frictional force acting on a curling rock decreases with the rock’s speed as has been directly
measured [10-11]. If a curling rock is rotating as it travels down the ice then one side of the
running band will be moving at a lower speed with respect to the ice than the other side. In the
case of a counterclockwise rotation this would be the left side when looking down. As the
frictional force increases with decreasing speed it then follows that the slower side will have a
greater frictional force acting upon it. Unfortunately, the analysis shows that for Coulomb
friction the resulting lateral frictional force acting on the front half of the running band is equal
Penner The Motion of a Curling Rock
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in magnitude and in the opposite direction to that acting on the back half. The left-right
asymmetry with Coulomb friction leads to no net lateral force acting on the curling rock. Several
models including Harrington [12], Denny [13] and Marmo & Blackford [14] have, however,
attempted to explain the curl of the curling via the left-right asymmetry for the frictional force.
For Harrington it was more of a hypothesis as no model was provided. Marmo & Blackford’s
attempt is based on a combination of left-right asymmetry and front-back asymmetry. Details of
their model are not provided but the results they present show a strong dependence that the
amount of curl has on the initial angular velocity of the curling rock which again is not found.
It can be concluded that Coulomb friction, whether combined with a left-right or a front-
back asymmetry, cannot explain the curl of a curling rock. Ivanov and Shuvalov [15]
demonstrated that removing the constraint of Coulomb friction and allowing the frictional force
to have components both parallel and perpendicular to the velocity of the contact points can lead
to a curl of the correct magnitude. Penner [11] previously hypothesized that the frictional force
between the curling rock and the ice surface may be partly adhesive and therefore non-Coulomb
in nature. As the rock is rotating, the adhesive nature of the force would be expected to cause a
pivoting like action with the pivoting action greater along the slower side of the running band.
This will result in a lateral deflection in the correct direction. In addition, given that the frictional
force on the slow side of the rotating rock is greater this would also be expected to lead to a
preferential pivoting about the slow side. Unfortunately, attempts to model the preferential
pivoting by the author inevitably lead to a curl which increases with the angular velocity of the
rock, again in disagreement with the experimental results. Recently Shegeleski & Lozowski [16]
have proposed a model based on the above general pivoting hypothesis and have given some
An entirely new model of why a curling rock curls has been proposed by Nyberg et al
[10]. They propose that it is the scratching of the top of the pebbles by the asperities of the
roughened running band that is the key to explaining why a curling rock curls. The reasoning
behind Nyberg et al’s proposal is based on experimental measurements that they undertook. First
they determined the topography of an ice pebble before and after a curling rock passed over it.
The surface of the pebble was found to be severely scratched by the roughened running band.
This is a key result for the curling problem for it is the first time that the effect that a curling rock
Penner The Motion of a Curling Rock
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has on the surface of the ice has been measured. Nyberg et al also found that the net friction
acting on a curling rock with a polished running band, which did not curl, was much less than
that of a normal curling rock. They postulated that the frictional difference between these two is
due to the scratching. Finally, they carried out experiments with non-rotating curling rocks
sliding over pre-scratched ice. The curling rock with the roughened band was deflected while the
curling rock with the polished running band was not.
As a result of these experimental results Nyberg et al postulate that when the asperities
around the rear of the running band cross the scratches produced by the front of the running
band, at an angle due to the rotation of the curling rock, a sideways force will be exerted on
them. They provide estimates of what this sideways force would need to be to lead to the correct
amount of curl and show that their proposal is plausible. They further provide reasons why the
resulting net force will not depend on angular velocity. However, they do not provide a model to
go along with their reasoning and do not actually determine what actual curling rock paths would
be expected.
Further analysis of the scratches created along the tops of pebbles created by curling
rocks was performed by Honkanen et al [17]. By directly scanning the ice surface with a white
light interferometer, cross-scratches caused by the leading and trailing sections of the curling
rock’s contact band were clearly observed. The scratch angle difference between the scratches
caused by the leading and trailing sections were found to be consistent with the local velocity
vectors along the annulus for various combinations of longitudinal and rotational speeds. It was
hypothesized that for small scratch angle differences the transverse acceleration of the rock
would be directly proportional to the scratch angle difference. Comparisons between the
resulting theoretical scratch angle difference - sliding time relationship and a typical
experimental transverse velocity time relationship indicated a correlation between the curl and
the scratch angle difference. It was concluded that the dominating contribution responsible for
the curl of a curling rock is given by the scratch-guide mechanism in support of Nyberg et al.
It is the goal of this manuscript to provide a model to go along with Nyberg et al’s
postulate. It will be shown that indeed the scratching of the pebbles by the running band does
lead to the curling rock curling in the right direction with the correct amount of curl. In addition
the model leads to the amount of the curl being independent of the angular velocity of the curling
Penner The Motion of a Curling Rock
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rock. The modeled results will also be compared with experimental results produced by previous
researchers.
2. Theory
2.1 Forces on individual asperities
To provide a model to go along with Nyberg et al’s postulate, the frictional force acting
on individual asperities, as they plow over the tops of the pebbles, needs to be determined.
Although asperities would be expected to come in a variety of shapes, to keep things somewhat
simple they will be modeled as having a circular cross section. The sideways and overhead view
of an individual asperity scratching the top of an ice pebble is shown on Figure 1. In this figure
the asperity is taken as being conical in shape with D being the diameter of the asperity at the
surface of the pebble, h being the depth of the scratch, and R being the radius of the top of the
pebble.
a b
Figure 1. An asperity crossing over the top of a pebble with a velocity va; a) side view, b) top
view. D is the diameter of the asperity at the surface of the pebble, h is the depth of the scratch,
and R is the radius of the pebble.
Given that there is no acceleration in the vertical direction the net force acting on any
asperity will be parallel to the ice surface. Consider first the forces acting on a horizontal slice of
the asperity, specifically a disc of radius r and thickness dz, as is shown in Figure 1a. It is
Penner The Motion of a Curling Rock
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postulated that the pressure distribution acting around the disc as it plows through and fractures
the ice can be approximated by
= O sin (1)
whereO will in general depend on the velocity of the disc. The pressure distribution is shown in
Figure 2 with respect to y" and x", axes parallel and perpendicular to the velocity of the disc.
Although no experimental evidence is provided for (1), the general behavior seems plausible.
The shear stress parallel to the disc’s surface will be taken to be much less than the pressure
exerted on the disc and will be neglected in the model. The resulting components of the force
acting on the disc as it plows through ice will therefore be;
 = -
sinrd
dz
O r dz, (2a)
and
= 
cosr d
dz0 . (2b) 
Figure 2. The pressure distribution acting around a disc plowing through ice.
Consider now the case where the asperity crosses a previous scratch. This is shown on
Figure 3 where the attack angle, the angle the velocity of the asperity makes with the scratch, is
given by. Figure 3a shows the disc as it crosses through the leading scratch wall. For this stage
the net lateral force will be in the positive x'' direction. When the disk passes into the far wall,
Penner The Motion of a Curling Rock
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Figures 3b-f, the net lateral force will be in the negative x'' direction. The forces acting during
these two stages are symmetric and in opposite directions and would be expected to lead to there
being no net lateral force. However, if the asperity is conical or even irregularly shaped, it would
be expected that as the asperity first makes contact with the leading scratch that the ice wall
would fracture in the immediate vicinity of the initial contact point. As the neighboring sections
of the asperity then pass through the wall the pressure exerted by the wall on these sections
would be expected to be greatly reduced. Overall the pressure exerted on a given disc by the ice
during the stage shown in Figure 3a would be expected to be much less than the pressure exerted
on the disc as it passes into the far wall. As an approximation the lateral force due to the disc
crossing the leading scratch wall will therefore be neglected in the model.
Figure 3. The stages for a disc as it crosses a scratch.
The lateral force acting on the disc as it passes through the far wall itself involves two
stages. The first stage starts from t = 0, corresponding to Figure 3b when the disc first makes
contact with the wall with 1 = 2 = , and ends when t = T1, corresponding to Figure 3d when 1
reaches a value of 0. From the geometry it is found that during this stage;
1 = - cos-1(1- 
sin , (3a)
Penner The Motion of a Curling Rock
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2 = + cos-1(1- 
sin , (3b)
and
T1 = 
 (4)
where va is the speed of the disc and asperity. The resulting lateral impulse acting on the disc
during this stage will therefore be

= - 
cosr d
dt dz (5a)
= -
 
dt dz. (5b)
Substituting from (3a-b) and (4) and carrying out the integration in (5b) leads to

= - 
 cos sin3dz. (6)
The second stage starts from t = T1 and ends when t = T2, corresponding to the disc going from
Figure 3d to 3f when 2 reaches . From the geometry it is found that during this stage;
1 = , (7a)
2 = + cos-1(cos- 
sin , (7b)
and
T2 = T1 + 
 (8a)
= 
 . (8b)
The resulting lateral impulse acting on the disc during this stage is therefore

= - 
cosr d
dt dz (9a)
= -
 
dt dz (9b)
Substituting from (7a-b) and (8b) and carrying out the integration in (9b) leads to
Penner The Motion of a Curling Rock
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
= - 
 cos (1-sin4)dz (10)
During the time it takes an asperity to cross a pebble it will cross an average of
Ns = 
sin (11)
scratches where s is the average center to center separation of the scratches on the pebble made
by the front half of the running band and 
, the average crossing distance for an asperity, is
given by

= 
 
 =
R (12)
with R being the radius of a pebble. Therefore the total lateral impulse exerted on the disc during
a crossing of a pebble will by (6) and (10-12) be given by
= Ns (
+
) (13a)
= - 
cosdz. (13b)
The average lateral force that is exerted on the disc over the time that the asperity is crossing a
pebble will therefore be
= 
 (14)
where tcross, the average time it takes an asperity to cross a pebble is given by
tcross = 
. (15)
Therefore by (12-15),
= - 
 cosdz  (16)
Given the forces acting on a disc, the forces acting on an asperity of circular cross-section
can be determined. First the geometry of the asperity needs to be specified. Two different
Penner The Motion of a Curling Rock
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geometries will be considered that will provide an expected range for these forces. These are an
asperity with a conical shape and one with a cylindrical shape. For a conical shaped asperity the
dependence that the radius of the disc has on its location along the asperity is given by
r =
 z h z 0. (17)
where D is the width of the asperity at the surface of the pebble and h is the depth of the scratch.
The components of the total force acting on such an asperity will therefore by (2a) and (16-17)
be given by
 =
(18a)
= -
O D h (18b)
and
 =
(19a)
= -
O D2 h cos(19b)
   (19c)
where , defined as the ratio of the lateral and parallel force components acting on a asperity, is
given by
=

cos        
For a cylindrical shaped asperity
r = D/2 (21)
 = -
O D h (22)
and
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 =  (23)
with
=

cos(24)
In this model the maximum lateral force occurs when the angle equal to 0. This corresponds to
the case where the asperity is travelling parallel to the given scratch but with half of it imbedded
in the ice.
Using (20) and (24) as an estimate for the range of the ratios of lateral and parallel forces
acting on asperities of circular cross-section then leads to
=
cos        
where
0.14 < < 0.21. (26)
Equations (19c) and (25) are a key result of the analysis. First, the average lateral force
acting on an asperity as it passes over the pebble is directly proportional to the average parallel
force acting on it. Second, the lateral force acting on an asperity just depends on the nature of the
scratches. The lateral force depends on D/s, the ratio of the scratch width at the surface to the
center to center separation of the scratches. This ratio is also equal to the fraction of the top of
the pebble surface that is being scratched. The lateral force also depends on the shape of the
asperities through the value of. Only asperities with circular cross-sections were considered but
other shapes would be expected to lead to similar results. Finally the average lateral force acting
on an asperity depends only weakly on the attack angle through the term cos.
The model will break down if T2 as given by (8b) is greater than tcross. In this case a
trailing asperity does not fully cross a scratch. This is important when the initial angular velocity
of the curling rock is so low that the rock undergoes less than 1 rotation as it travels down the
ice. Such low angular velocities are not found in the game except in the case where the curling
rock is thrown at high speed in order to knock out the opposing teams curling rock(s). Such low
angular velocities will not be considered.
Penner The Motion of a Curling Rock
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2.2 Total force acting on the curling rock
Given (19c) and (25) the net force acting on all the asperities that are around the running
band, and therefore the net force acting on the curling rock, can now be determined. Figure 4a
shows the velocity of two asperities on opposite halves of a running band of radius for a
curling rock travelling with a translational velocity vo and an angular velocity . With respect to
a reference frame fixed to the curling rock, with y' in the direction of vo, the velocity of a given
asperity located at an angular position with respect to the x'-axis will be given by
va = vo + × (27)
where
= ( cos )
+ ( sin )
. (28)
Equations (27) and (28) lead to
va = (- sin )
+ (vo +  cos )
(29)
where
and
are the unit vectors in the x'y' reference frame.
Figure 4b shows the forces acting on the two asperities. On the front half only  will
act while the back half will have, in addition to , the lateral force . With respect to the
x'y' reference frame, the components of the force acting on an asperity will be
 =  cos  0 < < (30a)
=  cos -  sin  < < 2 (30b)
and
   = -  sin   0 < < (31a)
 =  cos +  sin  < < 2 (31b)
where , the angle that the asperity’s velocity makes with the y' axis, is given by
= cos-1 
 
(32a)
= cos-1 
. (32b)
Penner The Motion of a Curling Rock
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The attack angle for the asperities on the back half of the running band will simply be
= 2 (33)
Given that the width of the ice pebbles is only a few mm’s, the attack angle can be taken to be
the same for all the asperities that are crossing a given pebble. The specific attack angle for a
given pebble being traversed by the back half of the running band will depend on the angular
position through Equations (32b) and (33).
a b
Figure 4. The a) velocity and b) forces acting on two asperities on opposite halves of the running
band.
Taking that the distribution of the asperities is uniform around the running band, the
angular density of the asperities that are in contact with pebbles is given by
na =
 (34)
where Na is the total number of asperities in contact at any one time. Therefore the y' component
of the total force that is acting on the curling rock is, from (19c) and (30a-b), given by
Penner The Motion of a Curling Rock
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=
 

d
(35a)
=
 


(35b)
=
 



. (35c)
The x' component of the total force is in turn, from (19c) and (31a-b), given by
=
 

d
(36a)
=
 


(36b)
=
 

d
. (36c)
As shown by Equation (36c), the x' component of the total force is directly proportional to , the
proportionality constant between the lateral and parallel force components acting on an
individual asperity on the back half of the running band as it crosses a scratch created by an
asperity on the front half of the running band. If there was no lateral forces acting on the
individual asperities there would still be a net x' component of force acting on both the front half
and the back half of the curling rock, but these forces would cancel as can be determined from
Equation (36b) if was set equal to zero.
In the special case where the curling rock has no angular velocity, both and will be
equal to 0 and from (35c)
= Na . (37)
Equating (37) to
= - mg (38)
where is the coefficient of kinetic friction and m is the mass of the curling rock, leads to
= - 
 (39)
Penner The Motion of a Curling Rock
16
with  being negative in sign. Expressing (35c) and (36c) in terms of and substituting from
=
= -
 




(40)
and
=
= -
 


d
(41)
where by (25), (32b) and (33)
=
cos
 (42)
and by (29)
va = . (43)
The net torque acting on the curling rock is found in turn from
=
 



(44a)
=
 

. (44b)
Substituting from (30-31), and (32b) into (44b) then results in
z' = - 
 




(45)
Treating the rock as a cylinder with a radius of Rc results in a moment of inertia of ½ mRc2 and
an angular acceleration of
z' = -






. (46)
The final step is to transform (40-41), and (46) to a reference frame fixed to the ice surface. This
ay = ax' sin + ay' cos (47a)
Penner The Motion of a Curling Rock
17
ax = ax' cos - ay' sin       (47b)
  z = z' (47c)
where , the rotation angle between the x'y' frame of the curling rock and the xy frame of the ice
surface, is given by
= cot-1 
 (48)
with y(x) being the path of the curling rock along the ice surface.
2.3 The coefficient of kinetic friction and the value of D/s
Figure 5 shows the dependence that , the coefficient of friction, has on the sliding velocity for
a curling rock, as determined by Nyberg et al [10]. The behavior is similar to the previous results
of Penner [11]. A least square fit to the data results in
= 0.011 + 
. (49)
Figure 5. The dependence that o has on the sliding speed of the curling rock. o data from
Nyberg et al [10].
Nyberg et al also measured the coefficient of friction for a curling rock with a polished band.
They found that in this case the coefficient was approximately constant with a value of 0.010.
Penner The Motion of a Curling Rock
18
Lozowski et al [1] determined a theoretical value for p, the coefficient of friction that is
specifically due to asperities plowing through the ice. Treating the asperities as being conical in
shape it was shown that
p =
(50)
where  the asperity’s aspect ratio, is equal to, for conical asperities, h/D. From a study of the
topography of a scratched ice pebble Nyberg et al [10] estimated that for an average scratch, h
3 m and D 50 m. Therefore by (50) p 0.019. Comparing this value for p to Figure 5 it is
concluded that the frictional force acting on a curling rock is dominated by the forces exerted on
the asperities as they plow through the top of a pebble and fracture the ice.
Nyberg et al postulated that it is the difference between the frictional force for a curling
rock with a roughened band and one with a polished band that is due to the scratching. In the
model presented in this manuscript it is taken that this is not the case and that as given by (49),
and for all the velocities found in the game, is dominated by the frictional forces acting on the
asperities as they fracture the ice. The results for a curling rock with a polished band cannot be
extrapolated to one with a roughened band. The primary source of the frictional force could be
very different.
In general, the frictional force would be expected to be different for the ice sheets at
different curling rinks. To take this into account the coefficient of friction in the model will be
taken to be given by
= (51)
where gives the relative friction between a given ice surface and the particular one that Nyberg
et al collected their data on.
The value of D/s also needs to be determined for the model. On Figures 5a and b in
Nyberg et al [10] the topography of the running band and the cross-section of the surface of a
pebble before and after a curling rock has crossed it are shown. From the figures it would appear
that almost all of the surface of the pebble is being scratched by the running band. Indeed it
appears that it is more that the pebble surface is being scrapped along its top. Considering that
D/s in the model is equivalent to the actual fraction of the top of the pebble that is being
Penner The Motion of a Curling Rock
19
scratched this would lead to a high value for D/s. However, there is a complication, in that the
figures shows the topography after both the front and the back of the running band have crossed
the pebble surface. In the model D/s applies to only after the front half has passed. As such the
following wide estimated range will be used in the model
0.5 D/s 1.0, (52)
where the value of 1.0 corresponds to the maximum possible value.
From the figures in Nyberg et al [10] it appears that the shape of any distinct asperities
and scratches tend towards being conical. Although for some sections of the pebble’s surface the
geometry of the scratches is not so clear. Also given that asperities will often deviate from the
circular cross-section in the model the wide range for as given by (26) will be used. Combining
the two parameters that relate to the nature of the scratching, (26) and (27), then leads to the
following range
0.07 D/s 0.21. (53)
3. Results
Given equations (40-41), (46-48), along with (25) and values for and D/s, the motion
of a curling rock sliding down an ice sheet can be determined. Figure 6 shows the modeled paths
for a curling rock with an initial velocity of 2.6 m/s, an initial angular velocity of 1.5 rad/s, and
with set equal to 1. These values lead to the curling rock stopping after 19.9 s after travelling
28.0 m down the ice sheet and undergoing a total of 2.7 revolutions, typical values found in the
game. The values for D/swhich are being used are the limits as given by (53), corresponding to
the minimum and maximum amount of curl obtained from the model. The resulting curl
distances found are 0.44 m for D/s = 0.07 and 1.33 m for D/s = 0.21. Given the
approximations and simplifications made in the model the result is quite good. Scratch friction
and the resulting lateral force can lead to a curl of the right magnitude.
The magnitude of the curl obtained from the model fundamentally falls out from the
relationship as given by (25) as will have, for an average value of 0.14 for D/s and with cos
1, a value of approximately 0.14. This leads by (40-41), and neglecting the second term of (40)
as << 1, to
Penner The Motion of a Curling Rock
20
ax'
ay' (54a)
 ay'. (54b)
Given that the parallel and lateral accelerations are applied over the same time interval and that
the rock travels approximately 28 m down the ice, this leads to, assuming constant acceleration,
to an expected curl distance of approximately 2m. Transforming to the reference frame of the ice
via (47), however, leads to the actual curl with respect to the ice surface being closer to 1m.
Figure 6. The path of a curling rock with the minimum and the maximum curl as determined by
the model.
Consider now the dependence that the amount of curl in the model has on the angular
velocity of the curling rock. On Figure 7 are the experimental results from Penner [11] and
Jensen and Shegelski [18]. As is seen the curl distance is approximately independent of the
number of rotations that the curling rock undergoes as it slides down the ice. The scatter is large,
partially due to the experimental technique, with the amount of the curl ranging between 0.7 m
and 1.3 m. The slight drop of curl distance with number of rotations that is seen would appear to
be a real effect as high-precision measurements by Hattori et al [19] also show that the curl
distance decreases with the number of rotations with values in their case dropping from nearly
1.4 m for 1 rotation to 0.9 m for 10 rotations. Figure 7 includes the modeled dependence that the
Penner The Motion of a Curling Rock
21
curl has on the total number of revolutions. In the model the initial sliding velocity and were set
at 2.6 ms-1 and 1 respectively so that the rock stops after travelling 28 m. The value of D/s was
set to 0.152 so that the amount of curl is approximately equal to 1.0 m. There is a slight
dependence that the distance traveled has on the angular velocity however this effect is very
small, i.e. < 1%, and was not corrected for. As is seen, the model leads to a nearly constant
amount of curl which is in reasonable agreement with the experimental results. The total amount
Figure 7. The dependence of the magnitude of the curl versus the number of rotations the curling
rock makes as it slides down the ice. o data from Penner [11], x data from Jensen and
Shegleski [18]
that the rock curls in the model has virtually no dependence on the number of rotations that the
curling rock undergoes.
The reason for this insensitivity to angular velocity in the model stems again from the
expression for , as given by (25), for the dependence that the lateral acceleration has on angular
velocity comes primarily from the dependence that has on cos Even for the rock undergoing
ten rotations as it travels down the ice the maximum value of around the running band is only
approximately 200. Curlers will throw the rock with an initial angular velocity that is comfortable
to them as it makes little difference to the amount that the rock curls. On a more fundamental
Penner The Motion of a Curling Rock
22
level the insensitivity to angular velocity comes from (10) and (11). The average lateral impulse
acting on a scratch crossing asperity for relativity small attack angles is approximately
proportional to sinwhile the average number of scratches crossed by the asperity is
proportional to (sin)-1. These effects cancel.
As stated in section 2.1 the model starts to break down if the initial angular velocity is so
low that the curling rock executes less than 1 rotation as it travels down the ice. Previously when
collecting the data shown on Figure 7 the author found that curling rocks thrown with such little
angular velocity will often stop rotating well before coming to rest. Therefore for both the model
and in practice the curling rock needs to be thrown with enough initial angular velocity so that it
undergoes at least approximately 1 rotation before coming to rest.
To compare the model with experimental results, data from Jensen and Shegelski [18]
was used. By using a video camera they determined the x, y, and angular positions of a curling
rock frame by frame. Their curling rock travelled 25.6 m down the ice in 22.8 s, curled 0.78 m
and underwent approximately 2.7 rotations. Using the initial position and time points of their
data set, the initial velocity of their curling rock is estimated to be 2.09 m s-1 and the initial
angular velocity is estimated at -1.01 rad s-1. The relative friction for their specific ice sheet, ,
was set at 0.688 so that for the initial velocity the rock traveled 25.6 m down the ice before
stopping. Therefore in their case the friction of their ice sheet was less than that in the case of
Nyberg et al. Using the scratch model the curling rock was found to take 22.4 s to travel down
the ice which compares well with the experimental value of 22.8 s. The value of D/s was set so
that the rock curled a lateral distance of 0.78 m in agreement with the experimental results. The
value found for D/s was 0.132, near the middle of the range given by (53). Figures 8a-c shows
the resulting x, y, and angular positions of the rock versus time for both the experimental data
and the model. Figure 8d shows the modeled trajectory compared to the experimental trajectory.
As seen in Figures 8b and 8d the modeled values for the x position of the rock overshoot the
experimental values. However the difference is less than ~5 cm which is relatively small as
compared to the curling rock itself which has a diameter of 28 cm. The modeled angular position
Penner The Motion of a Curling Rock
23
a b
c d
Figure 8. Comparison of the modeled results with the experimental results of Jensen and
Shegelski [18]. For figure c, i using Jensen and Shegleski’s initial angular velocity of -1.01
on the other hand undershoots the experimental values. However, the modeled results being
presented are based on the estimates for the initial velocities. As an example of the effect Figure
8c also includes the modeled case where the initial angular velocity is 7% greater, i.e. -1.07 rad s-
1. For this slightly greater value the agreement between the model and the experimental results is
seen to be much better. Also the dependence that the friction has on velocity for the given ice
surface may be different than that as given by (49), which would also be expected to lead to
Penner The Motion of a Curling Rock
24
differences. Overall though the modeled results are in good agreement with the experimental
results.
As another comparison of the model with experimental results the results of Lozowski et al [20]
were used. In this case a curling rock was equipped with an inertial measurement unit (IMU)
allowing for the determination of the linear and angular velocity components. For their curling
rock, the initial linear and angular velocities were 2.15 ms-1 and 1.6 rad s-1 respectively and the
rock travelled for 21.9 s before coming to rest. In the model was set to 0.73 to have the same
stopping time for the given initial velocity. Their curling rock had a total curl of 1.21 m. The
value of D/s was set to 0.204 in the model to agree with this net lateral displacement. The
resulting dependence that the velocity components have on time as provided by the model are
shown on Figures 9a-c along with the IMU results of Lozowski et al. The results are mixed. As
seen in Figure 9a, the modeled y-component of the velocity is in good agreement with the IMU
results. The x-component of the velocity results, as shown in Figure 9b, are not so clear. The
IMU x-component of the velocity has a jump from 0 to a maximum magnitude of 0.10 m s-1 at
approximately the 8 second mark after which it stays constant for approximately another 8
seconds before dropping back down to 0. This would seem to indicate that a single event,
happening at approximately the 8 second mark, is responsible for the lateral deflection. This
behavior does not agree with previous observations and measurements of the motion of curling
rocks. However, even given this qualifier, the general behavior of the x-component of the
velocity as provided by the model, which would seem to be much more reasonable behavior, is
not that far off the IMU results.
The modeled angular frequency shown on Figure 9c significantly undershoots the IMU
values. It is believed that before any conclusions are made regarding this difference further IMU
data should be obtained. Figure 9c does show that, for both the model and the experimental data,
the angular velocity of the curling rock falls off more slowly than the linear velocity, i.e. Figure
9a. As such, in some cases the velocity of the running band on the slow side of the curling rock
will drop to zero, i.e. vo = , prior to the rock coming to rest. In this case the resulting large
static friction at that point will cause the rock to pivot about this point just before it comes to rest.
This is sometimes observed in the game.
Penner The Motion of a Curling Rock
25
a b
c
Figure 9. Comparison of the modeled results with the IMU results of Lozowski et al [20].
4. Conclusion
The model presented in this manuscript includes many simplifications and
approximations. Some of these will lead to a smaller curl and some of these will lead to a greater
curl. However, it is expected that even a more detailed analysis will lead to the same general
result, namely that the average lateral force acting on an asperity, around the back half of the
running band, as it crosses a pebble is proportional to the average parallel force acting upon it. If
this is the case it is expected that magnitude of the curl and the insensitivity of the magnitude to
angular velocity will be similar to what is presented here.
Penner The Motion of a Curling Rock
26
Shegelski and Lozowski [21] have pointed out that if the running band is so severely
scratching the ice it would be expected that when the next thrown curling rock runs over the
previously scratched pebbles it will undergo unexpected deflections. However, given that
previous scratches left by the front and back halves of the running band of the curling will be
symmetrical with respect to the y' axis, the net lateral force that they would exert on the front and
back halves of a subsequent curling rock will cancel out. Only in the case of asperities crossing a
set of asymmetrical scratches, such as with Nyberg et al’s test or with the back half of the
running band crossing over the scratches produced by the front half, will there be a net lateral
force. One suggested experiment would be to find the effect of asymmetrically scratched ice on
the subsequent motion of a curling rock. It would be expected that the curl would be greater
when the rock curls in the direction of the pre-scratched ice (i.e. for a rock curling clockwise
when looking down the pre-scratches would tilt upwards from left to right) and will curl less
when the rock is curling in the direction opposed to the pre-scratches.
Also it is important to note that the surface of the pebble is being worn down by the
passage of the curling rocks and is why the ice needs to be re-pebbled between games. The depth
of any previous scratches are therefore probably not be as deep as the ones left by the front half
of a given curling rock. This is a hypothesis which can only be answered by experiments in line
with what Nyberg et al and Honkanen et al have previously performed.
Even though questions may still remain, Nyberg et al have shown experimentally that a
curling rock does severely scratch the tops of the pebbles and that a scratched ice surface will
deflect a curling rock. The theoretical results presented in this manuscript show that a model
based on such scratching can lead to a curl of the correct magnitude and one that is insensitive to
angular velocity. It is concluded that Nyberg et al’s postulate of why a curling rock curls is
plausible.
Acknowledgements
E.T. Jensen, M.R.A. Shegelski, and E.P. Lozowski are thanked for providing the experimental
data that was used for Figures 8 and 9.
Penner The Motion of a Curling Rock
27
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... In this paper, we will integrate and discuss some existing and new physical models of force asymmetry in the running band, especially models of microscopic fracture in the nearsurface region of the ice sheet. We will extend the so-called scratch-guide model studied by Nyberg et al. [1] and Penner [8]. Although this scratch-guide model can reproduce large curling distances of stones, it has been severely criticized by Schegelski et al. [5]. ...
... Quantitative or detailed discussion of these physical processes is not attempted in this paper; however, we introduce a simplified model of the frictional forces acting on the running band assuming that the strength of the ice increases after the passage of the leading part. From a view point with larger length scale than the ice microstructure, scratches formed on the pebble surface will play another important contribution as discussed in [1] and [8] on which we will examine in Sect. 2.4. ...
... quantified. Penner [8] studied the process when an asperity ploughs ridge(s) of ice and reached a result that the frictional force was proportional to cosine of the collision angle where the vertical force approached to its maximum when the collision angle was close to zero. This result is a consequence of assumptions where they ignore shearing force acting on the ice-asperity interface and also the strain hardening which should take place around the ploughing asperities. ...
Article
Full-text available
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.
... The relationship between curl characteristics and the roughness of the stone surface in contact with the ice was studied in detail and it was found that asperities at the bottom of the stone were the key for the stone to curl [7]． In this paper, we will integrate and discuss some existing and new physical models of force asymmetry in the running band, especially models of microscopic fracture in the near-surface region of the ice sheet. We will extend the so-called scratch-guide model studied by Nyberg et al. [1] and Penner [8]. Although this scratch-guide model can reproduce large curling distances of stones, it has been severely criticized by Schegelski et al. [5]. ...
... however, we introduce a simplified model of the frictional forces acting on the running band assuming that the strength of the ice increases after the passage of the leading part. From a view point with larger length scale than the ice microstructure, scratches formed on the pebble surface will play another important contribution as discussed in [1] and [8] on which we will examine in Section 2.4. ...
... Their study covers many features of the effect of scratches, although their theoretical consideration needs to be quantified. Penner [8] studied the process when an asperity ploughs ridge(s) of ice and reached an result that the frictional force was proportional to cosine of the collision angle where the vertical force approached to its maximum when the collision angle was close to zero. This result is a consequence of assumptions where they ignore shearing force acting on the ice-asperity interface and also the strain hardening which should take place around the ploughing asperities. ...
Preprint
Full-text available
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 were 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.
... [10] and [12] then neglected this approach and supported the idea of a scratch-based mechanism, with [12] providing an elaborate model focusing on asperities plowing into pebbles. [11] then experimentally further proved a null effect of scratches on a subsequent stone. ...
... [10] and [12] then neglected this approach and supported the idea of a scratch-based mechanism, with [12] providing an elaborate model focusing on asperities plowing into pebbles. [11] then experimentally further proved a null effect of scratches on a subsequent stone. ...
... Note also that for didactic reasons, all friction can be presented as a result of interaction of contact points (asperities and pebbles) on a microscopic level, as elaboratedly done by [12]. Still, basic statics tell us that there are not more than three contact points between running band and pebbles. ...
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The deviation of a curling stone with 1-5 rotations in a normal game can be explained with the isotropic nature of friction. Due to isotropy, the lateral force arises as a delta of asymmetric friction forces opposite to the centripetal forces. Considering lubricant accumulation, the quadratic Stribeck-curve on the advancing side is modified to show rather constant values. Below a critical velocity difference of the two sides this will result in a curl. For few rotations, an exact calculation based on experimental measurements explains the observed deviation of roundabout 1m declining with increasing rotations. The deviation above 5 rotations can be explained considering statics and additional heuristic calculations that involve Scratch-Theory and the influence of gyroscopic precession. All this then yields a graph that also explains the observed increasing deviation up to 2m for 80 rotations.
... The physics behind curling stone movement is still not fully described, and new models are being proposed. Recently proposed models include front-back asymmetry models (assuming an asymmetry of friction forces at the front and the back of a running curling stone) [3][4][5][6][7][8][9][10][11] and pivot-slide models (taking that the curling stone pivots around specific points in the ice during its movement) [12,13]. Currently, no model is widely accepted, and scientists' discussions about various models are still ongoing [14][15][16][17][18][19]. ...
... Several scientific papers in the field of curling try to explain the mechanism t duces a curl (lateral motion) in the stone [2,3,[5][6][7][8][9][10][11][12][13]19,23,24]; moreover, the papers a to analyze the effect of sweeping on the stone motion [25][26][27]. However, to the au best knowledge, no attempt has been made to develop a method to assess curling ic ity objectively. ...
... Several scientific papers in the field of curling try to explain the mechanism that induces a curl (lateral motion) in the stone [2,3,[5][6][7][8][9][10][11][12][13]19,23,24]; moreover, the papers attempt to analyze the effect of sweeping on the stone motion [25][26][27]. However, to the authors' best knowledge, no attempt has been made to develop a method to assess curling ice quality objectively. ...
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Despite the significant influence of ice conditions on results in the sport of curling, players and ice technicians lack a measurement device that would objectively measure ice quality during a curling competition. This paper presents such a new measurement method by using a device consisting an inertial measurement unit (IMU) attached to the handle of the curling stone and data processing software. IMU is used to measure the vibration of curling stone during its movement on the surface of the ice. The acceleration signal is recorded, and then the software calculates the value of so-called R parameter in frequency domain. The value of R allows one to determine if an ice sheet had been pebbled and if the shape of pebbles is suitable for the game of curling. The presented system was tested in various ice conditions—on both freshly prepared and used ice. Ice technicians and players may use the proposed system to decide whether the ice surface is suitable for play or if it should be remade.
... There has been a marked increase over the past decade or so in the number of papers published in general physics, dynamics, sports engineering, tribology, and glaciology journals attempting to explain the observed behavior of curling stones [1][2][3][4][5][6]. As a result, some progress has been made in the understanding of a curious phenomenon pertaining to the stone trajectories: ...
... Much more experimental work is needed to test our model, as well as to answer questions about its microscopic components such as: If the answer is 'no' to any of these questions then our model is either invalid or needs modifying. 5 If 'yes' then the particle abrasion model is a first-principles description of curling stone dynamics. ...
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An asymmetric force arising from grit and ice debris transfer gives rise to a model of curling stone trajectories that is compatible with observations. There are (almost) no free parameters in this model.
... There has been a marked increase over the past decade or so in the number of papers published in general physics, dynamics, sports engineering, tribology and glaciology journals attempting to explain the observed behaviour of curling stones. [1][2][3][4][5][6] As a result, some progress has been made in the understanding of a curious phenomenon pertaining to the stone trajectories: ...
... A debris particle is attached to the RB for an angle γ, as the stone rotates. We will assume that the probability for this particle to detach from the RB over the interval dγ is proportional to dγ. 5 That is, we assume a particle attached at γ becomes detached by the time it reaches γ + dγ with probability λ dγ, for some constant λ . Thus if n(γ) is the number of particles that have been attached for an angle γ then the number that detach between γ and γ + dγ is dn = −nλ dγ. ...
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An asymmetric force arising from grit and ice debris migration gives rise to a model of curling stone trajectories that is compatible with observations. There are (almost) no free parameters in this model.
... Another recent model was developed based upon the experimental observations of scratches on the surface of pebbles over which a stone RB has passed [36,[39][40][41]. The pattern of these scratches (Fig. 7a) is such that, Nyberg et al. proposed [36], a transverse force arises when asperities on the RB cross a scratch. ...
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Friction forces explain why the velocity and angular velocity of a curling stone cease at the same time, but cannot explain why the curl distance is approximately independent of initial angular speed. Forces that can lead to this puzzling independence include asymmetric normal force, radial force, and center of mass drag force. The mechanisms that generate these forces depend upon asymmetries in the distribution of grit or ice fragments under the stone or upon the scratches made by the stone on the pebbled ice surface. Several current models of curling stone behavior are specific cases of the general mechanisms presented here; their applicability is discussed. Pebble wear influences curling behavior.
... Tribology Letters recently clocked up its first quarter century. During that time, we have published over 3000 articles within the general area of "tribological science"-understanding the mechanisms that lead to tribological phenomena-on topics ranging from controversies in the tribology of curling [1][2][3] to the tribocorrosion of lollipops [4]. First, what do we mean by tribological science? ...
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Why do curling stones curl? That is a question physicists are often asked, yet no answer has been established. Stones rotating clockwise curl right, contrary to our naive expectations. After a century of debate between contradicting hypotheses, this paper provides a possible answer based on experimental evidence. A digital image analysis technique was used to perform precision kinematic measurements of a curling stone’s motion to identify the curling mechanism. We observed a significant left–right asymmetric friction due to velocity dependence on the friction coefficient. Combined with the discrete point-like nature of the friction between ice and stone, swinging around slow-side friction points has been concluded as the dominant origin of the curling. Many new angular momentum transfer phenomena have been found, supporting this conclusion.
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A novel prefabricated curling rink supported by steel frame and precast concrete blocks has been tested by the 2019 China Youth Curling Open, and that will be responsible for the Beijing Winter Olympics and Winter Paralympics curling competitions in 2022. Due to quite limited researches on the mechanical properties of this professional curling venue, the dynamic behavior of the prefabricated rink under human activities are not well understood. In particular, people and curling stones are potentially more susceptible to the ice vibrations when compared to the traditional curling rink constructed on rammed foundation. Small ice rink vibrations caused by the human locomotion load can make athletes feel uncomfortable, which could affect competition experience, techniques, and skills of the occupancies. At the same time, it can also result in a slightly change of the curling stone trajectories, which ultimately caused the athletes to adopt an erroneous strategy. In order to get a further understanding of the above problems, this paper conducts a series of performance studies based on the 3D finite element model built in ABAQUS and the measured dynamic loads. In this context, it includes the research of on-site measurement of dynamic loads caused by different types of human locomotion on ice sheet, which can provide a reference to the dynamic performance design of prefabricated curling rink supported by similar structural systems. Moreover, the time and amplitude parameters of the footfall forces are extracted to analyze and be compared with the human induced loads results from the existing research, generally obtained on the concrete surface. Then, on the base of the finite element model verified by experiment, the experimental achieved loads are applied for the dynamic analysis to study the vibration acceleration and velocity response of ice sheet. Finally, the vibration response results, including peak acceleration (PA), vibration dose value (VDV), root mean square acceleration (RMS), as well as root mean square velocity were evaluated according to the regulations proposed by the International Olympic Committee and the vibration evaluation standards suggested by AISC design guide, ISO guideline, and VC curves. The analysis results indicate that innovation prefabricated curling ice rink supported by steel-concrete composite floors can meet the requirements of the event and has the prospect of promotion and application.
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The curling motion of the curling stone on ice is well-known: if a small clockwise rotational velocity is imposed to the stone when it is released, in addition to the linear propagation velocity, the stone will curl to the right. A similar curl to the left is obtained by counter-clockwise rotation. This effect is widely used in the game to reach spots behind the already thrown stones, and the rotation also causes the stone to propagate in a more predictable fashion. Here, we report on novel experimental results which support one of the proposed theories to account for the curling motion of the stone, known as the “scratch-guiding theory”. By directly scanning the ice surface with a white light interferometer before and after each slide, we observed cross-scratches caused by the leading and trailing parts of the circular contact band of the linearly moving and rotating stone. By analyzing these scratches and a typical curling stone trajectory, we show that during most of the slide, the transverse force responsible for the sideways displacement of the stone is linearly proportional to the angle between these cross-scratches.
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We present the framework of a new mathematical model to account for the curl of a curling rock. The model is based upon two physical processes: a brief pivot of the rock around a point directly beneath the contact annulus, followed by a longer slide. The model predictions agree with observed curl distances on pebbled ice. The model also gives a weak dependence of the curl distance on the rate of rotation of the rock, in agreement with observations. We suggest possible physical mechanisms to initiate these two processes.
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Despite almost a century of research, the question of what causes a curling stone to curl (move perpendicular to its initial direction of motion) has no complete answer. Many hypotheses have been formulated, but none has been able to account quantitatively for the full magnitude of the observed curl. The objective of this research was to equip a curling stone with an inertial measurement unit (IMU) and measure its motion, in order to verify a previously published, numerical model of curling stone dynamics. Low cost, small size, accuracy, ease of programming and operation, wireless data communication, and a data-sampling rate near 1kHz, were selection criteria and constraints for the instrument package. We used the MicroStrain 3DM-GX4-25 system. This is a MEMS-based IMU with a tri-axial gyroscope and a tri-axial linear accelerometer. It was mounted and interfaced with a Bluetooth transmitter, on a curling stone handle. The data were streamed to a host laptop and displayed graphically in real time. Post-processing of the data included filtering and time-integration in order to obtain linear and angular velocities, and displacements. We have compared our experimental results with trajectory data calculated using a previously published numerical model, based on a thermodynamic approach to ice friction. While the observed longitudinal and angular motions are captured reasonably well by the model (errors of about 5% or less), no curl is predicted by the model.
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Scientific investigations to measure and explain the curl (lateral displacement) of a granite stone sliding on ice in the sport of curling go back almost 100 years (Harrington, 1924). Nevertheless, some prominent researchers in the field remain baffled as to the physical explanation of this lateral displacement. And no one has thus far been able to produce a quantitative model, from first principles, that predicts all the documented characteristics of the observed curl. In this paper, we describe our progress towards producing such a numerical model. After reviewing the history of scientific research on curling, we summarize the experimental observations (quantitative and qualitative) that need to be explained by any successful model; we also summarize the areas of general agreement. Lastly, we formulate a numerical model of ice friction for a non-rotating curling stone, which successfully predicts its longitudinal deceleration. The model also successfully predicts the rotational deceleration of a non-translating curling stone. However, a numerical model for the lateral acceleration that produces the observed curl remains elusive. Copyright © 2015 by the International Society of Offshore and Polar Engineers (ISOPE).
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The sport of curling has a long history over 500 years and, consequently, a variety of information and experiences have been accumulated on the technique, strategy, coaching, and other facets of the sport. However, very few detailed scientific or quantitative investigations have been made, especially on the stone dynamics, such that a fundamental understanding of the dynamics has yet to be achieved. This report summarizes the previous theoretical and experimental studies of stone dynamics and aims at making clear the areas yet to be solved.
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We present a physical model that accounts for the curl mechanism of a curling stone on ice pebbles. The evaporation-abrasion model is based on the two essential features of curling: pebbles and running band. The ice friction coefficient at the rear half of a running band is larger than that at the front half because of cooling due to evaporation of pebbles. The asymmetry of the friction force is enhanced by mechanical interactions of ice debris produced by the front running band with the rear band, and result in the curl, or lateral deflection of the stone. The asymmetry is larger, that is the curl distance is larger, at smaller velocity, higher temperature, lower humidity, and larger radius of a running band. However, it is independent of the angular velocity, that is the curl distance does not depend on the total number of rotations.
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A simplified version of a previously proposed model captures the salient features of the motion of a slowly rotating curling rock. The model is used to suggest how standard curling rocks may be modified to maximize the net lateral displacement of a slowly rotating curling rock.PACS No.: 46.00Une version simplifiée d'un modèle déjà proposé conserve ici les caractéristiques principales du mouvement d'une pierre de curling en rotation lente. Nous utilisons ce modèle pour suggérer des façons de modifier des pierres de curling standard afin de maximiser le déplacement latéral net d'une pierre en rotation lente.[Traduit par Rédaction]