HAL Id: jpa-00246899
https://hal.archives-ouvertes.fr/jpa-00246899
Submitted on 1 Jan 1994
HAL is a multi-disciplinary open access archive for the deposit and dissemination of sci- entific research documents, whether they are pub- lished or not. The documents may come from teaching and research institutions in France or abroad, or from public or private research centers.
L’archive ouverte pluridisciplinaire HAL, est destinée au dépôt et à la diffusion de documents scientifiques de niveau recherche, publiés ou non, émanant des établissements d’enseignement et de recherche français ou étrangers, des laboratoires publics ou privés.
stick-slip dynamics of two rough elastic surfaces
S. Ciliberto, C. Laroche
To cite this version:
S. Ciliberto, C. Laroche. Experimental evidence of self organized criticality in the stick-slip dynam- ics of two rough elastic surfaces. Journal de Physique I, EDP Sciences, 1994, 4 (2), pp.223-235.
�10.1051/jp1:1994134�. �jpa-00246899�
Classification Physics Abstracts
05.45 9i.30 05.40
Experimental evidence of self organized criticality in the
stick-slip dynamics of two rough elastic surfaces
S. Ciliberto and C. Laroche
Laboratoire de Physique
(*),
Ecole Normale Supérieure de Lyon, 46 Allée d'Italie, 69364 Lyon, Cedex 07, France(Received
18 August 1993, revised 1 October 1993, accepted 4 November1993)
Résumé. Nous décrivons une expérience sur la dynamique du frottement solide entre deux surfaces élastiques. La dynamique révèle un comportement critique auto-organisé sur un grand intervalle des paramètres de contrôle qui sont la vitesse de glissement et la pression. L'effet de la taille du système a été étudié. Nous faisons aussi une comparaison avec la dynamique produite
par un système à une seule dimension et par rapport au cas où les deux surfaces sont rigides.
Abstract. An expenment on the stick slip dynamics of two elastic
rough
surfaces is de- scnbed. This dynamics produces a self organized cntical state on a wide range of control parameters, namely loading speed and pressure. The dependence on the system size has also been studied. A comparison with the stick-slip dynamics produced by a one d1nlensional system and by two rigid surfaces is made.1 Introduction.
Mechanical
models,
based on the stickslip dynamics
of blocks connectedby springs,
andsliding
on a surface with a
given
friction law, bave beenrecently widely
studied togive
moreinsight
into trie mechanisms of
earthquakes
and frictioniii.
Several of these models [2-6] aredirectly
derivable from trie
original
one ofBurridge
andKnopoif
[7], however tuestick-slip dynamics
bas been alsoinvestigated
using cellular automata[8-12].
Ail of these models are characterizedby
aloading period
where tue system accumulates energy and aslip period,
" tueearthquake",
where part of this energy is released. An important issue m thisstudy
is to understand under what conditions these models present selforganized
critical(S.O.C.)
states [8,13].
In ageophysical
context S-O-C- could
help
to rationalize severa1observations and a detailed discussion on thispoint
can be found in references[16,
13]. For what concerns tue above mentioned models one(*) URA 1325.
wants to know whether it is
possible
toreproduce
tueGutenberg-Richter
Iaw(G.R.)
[14] for the number of occurrence N ofearthquakes
with agiven
momentE, specifically NIE)
ccE~~~~
We recall that for real
earthquakes
trie average value of B is around 1iii.
Except
for a few numerical simulations where the G-R law is satisfied tilt tue maximum energy [4, 5,iii,
ingeneral NIE)
presents an anomalouspeak
forlarge
E [2], that is to say triescaling
is self-similaronly
for smallearthquakes.
There are many reasons [2, 10]why
this mayhappen
but here we want to focusonly
on theexperimental
verification of G-R- and on triecomparison
with tue numerical results.Indeed,
in spite of trielarge
amount of numerical dataon trie above mentioned
models,
to trie best of ourknowledge,
there areonly
a fewlaboratory
experiments [12, là,16],
where trie stickslip dynamics
bas been tested from trie point of view of its statisticalproperties.
Trie great diiliculties of these experiments are that trie surfaces, which areshding
one overanother, change
their properties as a function of time because of trieerosion due to trie continuous friction. Therefore statistics should be constructed on very short
time
intervals,
otherwisethey
coula be influencedby
trie detenoration of trie surfaces. This effect isclearly pointed
out in reference [15] where is described a veryinteresting experiment
which allows one tu measure not
only averaged
properties but aise the localisation m space and time of triestick-slip dynamics.
This experiment, as many other numerical simulations [2, 9,loi,
shows verydearly
for alarge
range of trie control parameters,namely
pressure andsliding speed,
a power law distribution for trieslip amplitudes
with an enhancedprobability peak
athigh energies.
Trie other experimental paper [12] shows a power law on trieintegrated probability
distribution function foronly
a value of trie central parameter, thus we do net knowif this coeurs in a wide range of central parameters. Furthermore tue
frequency
spectrum of thefriction force versus time presents trie triv1al power law
f~~
In other words we do net know if that system is in a state of selforganized criticality
[8]. In this paper we describe an expenmenton
stick-slip dynamics
in which ail the above mentionedproblems
are solved and the system presents a selforganized
critical state in a wide range of contrai parameters. Tu obtain this result much care has been taken in order tu construct thesliding
surfaces which are describedm section 2
together
with tue experimental apparatus. Trie rest of trie paper isorgamzed
asfollows. In section 3 we report trie statistical properties of trie
stick-slip dynamics.
in section 4 we compare systems with different properties,namely elasticity
anddimensionahty. Finally
trie results are discussed in section 5.
2. The
experimental
set up.The very
simple experimental
apparatus is shown infigure
1. Two expenments with differentgeometries
bave beenperformed,
but no relevant quantitative difference bas been noticed exceptfor trie maximum value of trie
scaling
exportent.2.1 THE ANNULAR EXPERIMENT. in trie first une,
figures
la, 16, le, triesliding
surfacesbave an annular
shape
of width h= 1 cm and mean diameter D. We used three values of D in order tu
verify
if trie results areindependent
of trie size of trie surfaces. Trie twosliding
surfacesare mounted on two aluminium disks which are 2 cm thick in order to avoid deformations.
One of trie two disks is
kept
fixed and the torque necessary to compensate trie friction force Ff between trie twosliding
surfaces is measuredby
a torque transducer.Specifica1Iy
we measure Ff xD/2.
Trie transducersignal smtably amplified
and filtered is couvertedby
a 16 bitsAID
converter. Trie minimum detectable variation of trie friction force Ff is about 3 x lo~2 N. Trie other aluminium disk was driven at constant
speed
Q= 2 x
V/D by
areduction-gear
and a de electric motor, here V is trieloading speed.
A micrometric device a1Iows us tochange
triea)
~~
~~
ÎÎfl 5'''C°n ~U°b~~
F-D
2 D
,
i'
',
i
j 1
C)
1steel sJ~eres
~
d
)
§j Wood table
flfl Silicon Rubber
Fn v
steel s ~ere ~
Fj
Fig. l. Expenmental apparatus.
a)
Schematic drawmg of the disk expenment, trie torque F x D necessary to keep the disk fixed is measured by a torque transducer while the other disk is maintainedat constant angular speed V x D. b) Disk surface. c) Expanded cross section of a disk showing how
the steel spheres are glued inside the groove with the silicon rubber.
d)
Cross section of the linear geometry expenment; the sbde is moved ata constant speed V and the friction dependent force Ff is nleasured by a force transducer. The wood table is 180
cm long.
pressure with which the surfaces of trie two aluminium disks are
pushed against
une another and trie axia1force is aise measured. Trie two annularshding surfaces, figures 16,
le, mountedon the two aluminium disks were
prepared
in thefollowing
way. First of ail an annular groove ofdepth
1.5 mm and width 1 cm is made on trie disk surface(see Fig. l).
Three grooves with different mean diameters D bave beenmade, specifically
9.3 cm, là cm and 29.3 cm. We put inside trie grooves steelspheres
of diameter 2 mm m such a way that trie distance betweensphere centers was about two diameters.
Finally
trie grooves were filled with silicon rubber.In this way an artificia1surface with controlled
roughness
andelasticity
is constructed. Trie maximumroughness
isexactly
o-à mmequal
tu triesphere
diameter minus triedepth
of trie groove. Furthermore eachsingle sphere
is rather free tu move around itsequilibrium position
because of trie
elasticity
of trie rubber. We will call this surface soft surface tu bedistinguished
from an other type of surface which is very hard and whose
roughness
dues trotchange
toc much because of trie friction. This surface is constructedby dring
a mixture ofglass
microspheres(10
~m ofdiameter)
and"stycast" glue which,
once it is dried, becomes a veryrigid
surface with a well definedroughness.
We will call this surfacerigid
surface.Incidentally
we remind thatsurfaces,
very similar tu trie soft une, bave been used tu make mathematical models of friction laws between tworougir
surfacesil?,
18].Unfortunately
in these two references tueIoca1interactions are different from those of this experiment, thus a direct
comparison
is netpossible.
Howeverexperiments
of this kind associated with numerical modelsil?,
18] can be useful in order tugive
moreinsight
into triestudy
of friction laws.2. 2 THE LINEAR EXPERIMENT. Trie second
experimental
set-up, shown infigure id,
usedinstead a linear geometry. A slide is moved at constant
speed
V on arougir
surface constructed with steelspheres emerging
of o-à mm from a woodplate
180 cmlong
and 20 cm wide. Trie force necessary to move trie slide at constantspeed
is measuredby
a force transducer. The normal forceacting
on the surface of the slide can bechanged by modifying
trieweight
of trie slide. Trie surface of trie shde was constructed in trie same way as trie soft surface describedabove. Two slides are used in order to
study
triedependence
on trie system size, one 9.5 x18 cm~and trie other 9.5 x 10 cm~. Trie
depth
of trie groove where steelspheres
are inserted is 1.5 mmas for trie annular surfaces.
We
point
ont that there is a veryimportant
diiference between trie disk experiment and trie linear one. Indeed in trie disk experiment it is trie distance between trie two disks thatis
kept
fixed and trie normal forcechanges
because of triedynamics.
In contrast, in trie slide experiment, it is trie normal force that remains constant.However,
inspite
of thisimportant diiference,
trie results are similar m trie two cases, thus we will net ingeneral
make a distinctionbetween them. Trie reason for this
similarity
between trie twogeometries
isprobably
due to trie verylarge compliance
of trie matrix and could be net true m a veryrigid
case.It is aise important to
explain
how triespheres actua1Iy
move.By Iooking
atfigure
1 we see that triespheres
aretouching
trie bottom of trieplate. Thus,
when asphere
ispushed against
anasperity
of trie oppositesurface,
it Carnot pass over this asperity but it canonly
move
transversely
to trie direction of trieloading velocity
m order to go around trie obstacle.This bas been verified
by making
in trie hnear experiment a transparent slide andlooking
fromabove,
with avideocamera,
trie motion of severalspheres.
This is useful aise to estimate the maximumdisplacement
of asphere
that is about 0.2 mm.2,3 PHYSICAL PROPERTIES OF THE SURFACES AND TYPICAL TIME SCALES. Trie stick-
slip dynamics produced by
trie interaction of trie diiferent surfaces put in contact bave been studied in trie case of trie disks. Three cases bave been considered: triengid-ngid, rigid-soft
and soft-soft interactions. Trie
rigid-rigid
interaction is net very interesting from a statistical point view and it wiII be discussed in section 4.2.Trie
rigid-soft
and soft-soft interactions, which are trie most important,give
similar results andthey
will beanalysed
in fuII detail in section 3. Theirdynamics
lias been studied as afunction of trie
applied
pressure and of tueloading speed
V. Trie values of trieapphed
param-eters must be
compared
with those obtainedusing
triephysical properties
of trie experiment.Tue mass M~ of tue
spheres
is 4 x 10~~kg
and trie total number ofspheres
is m between 200and 300. The total mass
MT
involved is about 1kg.
With trie total mass we indicate triesum of
sphere
massesplus
either that of tue disk or that of trie slidedepending
on tueexperi-
mental geometry. TueYoung
modulus of tue E of tue rubber wherespheres
are embedded is 5 x 10~N/m~. Therefore, using
as atypical Iength
scale tuesphere
diameter d= 2 x
10~~
m,trie elastic constant k
= E x d is 10~
N/m.
Twotypical
time Saales can bedefined,
one basedon trie acceleration of Ma and trie other on MT: TT =
(MT /k)~/~
and Ta =(Ma /k)~/~
We find that Ta ce 2 x 10~4s whereas TT m 3 x 10~~s. As it wiII be discussed in section 3, this value of TT is very close to trie
sliding
time for trie smallest events measured on tue frictionforce,
meaning that tue motion is dominatedby
tue total inertia. Tuedarnping
time of tueoscillation of M~ and MT are of trie same order as Ta and TT
respectively.
This means that tue system is overdarnped
and oscillations are not allowed.Another important time scale is
Tv
"
d/V
whichcorresponds
to tue time needed to movetue
plate
of a characteristicIength;
we wiII see that this timecorresponds
to theIoading
time between two verylarge
events.Z.
o a
a.z6 o
@.
~
oa
o a
@. o
o on
@.
~.5 1. I.E 2.a 2.5
v (mm/Gec)
Fig. 2. Friction coefficient for soft-soft surfaces as a function of the loading speed. The different symbols correspond to measurements made with different normal forces.
We bave measured au average friction coefficient ~
= <
Ff(t)
>/Fn
of our artificial surfacesas a function of V
by
measunng tue mean value of tue friction forceFf(t)
dividedby
tue mean normal force Fn(here
< > stands for timeaverage).
We find that ~ increasesslightly
as afunction of V. Tue same property bas also been
reported
in reference [15]. Tue measurementsof ~ versus V are shown in
figure
2 for tue soft-soft case. It is important topoint
out that thisis trot a
precise
measurement of ~ because a measurement of this type isstrongly
influencedby
tue stickslip dynamics
whoseamplitude
isvelocity dependent.
A more accurate evaluation of tue friction coefficient would require tue suppression of tuedynarnics;
this is not easy in tuecase of trie soft surfaces. Thus the behaviour of ~ as a function of V shown in
figure
2 is notquantitative
but it is usefuljust
to give an idea of the behaviour of the ratio between the mean friction force and theapplied
normal force.15@a
~m
z i Jzz
~
~
~L~
~j 1@Z
ù
'/~~
/-.
~
~~
/
>/ ' ~.T
Î,~~~~~/
/~
~
/?~
/
/~
/
i~ 7zz i
ij
àze ~----<--,
2C ~'z fié Ba "@3 2~ ù@ 't-C'
i se
c
-~~~~ ~
c
z 3@z
j /
~ /~i
/ /
$ Z@(
~~/ j/
~
~
/l~__ ,/
~
/~ /~ /
~ ~°~
/ /
J£ /
1' ,/~
~ôzl
~,/ /~
~
//
~,'
l/
>,/
~~~à
l~ le m 4Q~1 f(ÎÎ~ iÎ
se c
iz@@ -j
~
C Z
ii ji
aZ@~
~ )~ j j
j1)
j/
/j
/ ' ,o Il
j)
' ~
( ' ' '
Ezz
,
i ' [ iii~
j
?~j, lj~l ii
'~m ~ Ii ,j< jj
jj
jjj'
~
~jji
'f , j, '
7 1'
'
~@@ Î
~ ' Î
l
@@~»>
»>,» »»<>~"'>'>
5 je i~ 2@ 25 2@ 25 ~C
1Sec)
Fig. 3. Friction force versus t1nle for diierent loading speeds. a) V = 0.04
mal/s;
b) V= o-1
nlm/sj
c) V =1.25mal/s.
3. The statistical
properties
of stickslip.
We now
analyse
tue statisticalproperties
of tue stickslip dynamics
in our system. To do thiswe first record
Fit)
and anexample
for tue soft-soft case is shown infigure
3. Wedearly distinguish loading cycles
where the two surfaces are stuck andFit)
increases up to time t;where it reaches a relative maximum. At that
point
tueslip period begins
and Iasts until time te whereFit)
reaches a relative minimum and then itbegins
to mcreaseagain.
We define theamplitude
of tueslip
event asM(ti)
=
Fit; F(te).
We can estimate tue Iateral
displacements
ofspheres corresponding
to tue minimum Mm;nand maximum
Mmax
value ofMit).
We findMm;n
= 3 x10~~ N and
Mmax
= 3 N
respectively.
Assuming
that tue minimum events areproduced by only
onesphere
we find that ~lmjn=
Mm;n /k
= 3 x10~~ mm which is a very reasonable value because it is about1/7
of the maximumdisplacement
we have measured(see
Sect.2.2).
In contrast ~lmax =Mm~x/k
= 3 mm which is not reasonable because
spheres
cannot be moved on such along
distance. Therefore one deduces that trielargest
events areproduced by
an ensemble of at least 100spheres
which in average aredisplaced
of about ~min. Notice that ~lmin/TT
identifies a characteristicsliding velocity
( mmm/s.
Indeed we will see in trie next section that ailinteresting
statisticalfeatures
disappear
when V >(,
thatis,
whenloading speed
becomescomparable
tosliding speed.
3. 1 PROBABILITY DISTRIBUTION. We measure tlie
probability
distribution functionP(M)
of M
finding
a transition to a power Iaw distribution for sma1I velocities V. At Ieast 10~ events bave been recorded to constructP(M).
This is shown mfigure
4a for tue soft-soft surface.We see that at
hîgh
velocitiesP(M)
presentsjust
alarge plateau
with anexponential
cut-off whereas at small velocities a power Iaw appears with an exponent i which isincreasing
fordecreasing
V and reaches trie value of about 2 for V - 0. This is seen infigure
4b where trie exponents i of tue power Iaws arereported
as a function of V for two different types of surfaceinteractions
(rigid-soft
andsoft-soft).
We found that tue cut-off of
P(M),
1-e-tueamplitude
of tuelargest
events,depends
on the norma1force. This is shown infigure
5a where trieP(M)
obtainedby using
diiferent normal forces arereported.
Weclearly
see that trie exponent of power law does notdepend
on trienormal force but trie
amplitude
of trielargest
events increases withincreasing Fn.
Furthermorewe bave checked that trie cut-off of
P(M) depends
on the system size. This is doneby using
either different D in trie diskexperiment
or trie small andbig
slides in trie Iinearexperiment.
In
figure
5b trieP(M)
obtained from trielarge
slide iscompared
with that obtained from the small one. TheIoading speed
was V= o-à
mm/s
and the normal pressure p =Fn/S
was trie same in trie two cases, here S is trie area of trie
sliding
surface. It is important tostress that tue normal pressure, and not tue normal
force,
remains constantby changing
tuesystem size. Indeed tue relevant parameter is tue normal force
acting
on eachsphere
which is aboutFn /S,
because tue number ofspheres
per unit area isalways
tue saine. This is also tuecase in numerical simulations [2-7] where trie normal force
acting
on each block is tue control parameter. Infigure
5b we see that tue maximumamplitude
of M increases with tue system size.3. 2 POWER SPECTRA. TO stress trie fact that trie system is
really
in a state of S.O.C. when trieIoading speeds
are slow we show mfigure
6 trie power spectra ofFit)
for two different V.We
clearly
see alarge
diiference m tue two spectra. Athigh
V trie spectrum is broadened witha
Sharp
cut off. In contrast at slow V trie spectrumdecays
inf~~
for at least une order ofmagnitude.
This means that trie derivative ofFit) decays
inf~~
Indeedby looking
at tueJOURNAL DE PHYS>QUE T 4, N' 2 FEBRUAR~ >994 9
~
~.~
/
~
~.e
~
~
-i 1-Il ~ O
r5 ~
~ i ~ Q
' ~
0-
zÎ
*
©
~
~ r
co
j
o U b
~ #
'
o z-
>,m~-,<-,> ~~m~~Tr ,~, i
Z
d-B 1-Z >.5 2.~ P-b 3.~
~ ~'m/~éCJ
~ i i
Lo g
ie(
h)Fig. 4.
a)
Event size distributionP(M)
for different loading speeds. Starting from the bottonl curve the corresponding V are, Ù-1 n1n1/s, 0.2nlm/s,
Ù-S n1n1/s, 1-Snlm/s
and 2.2nlm/s.
The vertical scaleis arbitrary because the curves have been shifted in order to clearly show their shapes on the saule
graph, b) Exponent of the power laws of
P(M)
as a function of the loading speed for different normal forces and different experimental set-ups.lu)
andIA)
correspond to the soft-soft interaction in the disks and linear expennlent respectively. (*) correspond to trie soft-ngid case on the disk expennlent.i
~
b
~ W5
~
i 1
~ o
j c5
o 1 o
~-3.
o
i
1 ~
8
~, i ~
La g~~ ~i) La
g~~ ~i)
Fig.
5.a)
Companson ofP(M)
obtained at the same loading speedIV
= Ù-Sn1n1/s) but for different nornlal forces using the large slide; Fn= SA N
(continuous fine);
Fn" 10.8 N
(long
dashed fine;Fn = 20.4 N
(short
dashed fine). The straight fine is a fit M~~'~. b) Conlpanson of P(M) obtainedfor the saule loading speed IV = Ù-S
nlm/s)
but for two different system sizes m the linear geonletry;(continuous fine)
small shde,(circles)
large shde. The normal pressure Fn/S was the saulein the two
nleasurements.
f-3
h
-9
m O.l la
Fig. 6. Power spectra of
F(t)
for two different loading speeds V,a)
V = Ù-1nlm/s
andb)
V=
1.4
mal/s.
suape
of triesigna1in figure
3a we understand tuat tueIargest
contribution to trie derivative ofF(t)
iscoming
from trie fastdecreasing
parts(trie slip phase)
whoseamplitude
M bas a power law distribution as we bave seen infigure
4. Notice however that a series of discontinuities in triesignal
it is notenough
to get an exponent -3 in trie power spectra but it is importantthat also trie time of occurrence of events bas a non
trivia1distribution,
otherwise tue triv1alexponent -2 is obtained. Tuerefore we bave also measured tue distibution
P(r)
of tue timer between two successive events of any
amplitude.
Trie results arereported
infigure
7 for a sma1I and ahigh velocity.
We seetuat,
at V = 0.1mm/s, FIT)
presents a clear power Iawr~~
with
fl
m 1. In contrast at V = 1Amm/s FIT)
issimply
broadened with nospecific
ieature.Thus one concludes that at sma1I V not
only P(M)
bas a power Iawdependence
but also tue power spectra andP(r).
3.3 COMPARISON oF POWER LAW EXPONENTS. Trie
relationship
between M and trieactualenergy
releasedduring
tueslip period
is not clear notonly
in ourexperiment
but also in numerical models. M could beproportional
eituer to tue number n ofspueres
involved intue event or to E. Tue
simplest equation
is M= k ~ln witu ~1tue
slip
distance and k tue elastic constant. However tue same M couldcorrespond
eituer to a small number ofspueres
wuicu
undergo
alarge displacement
or to manyspueres
and a smalldisplacement.
Tuus tuisrelationship
is not obvious because it maydepend
on tuespecific
system and on tue mostprobable configuration
alter aneartuquake.
Indeed in reference [2] tuejump
in friction force is related witu tue"eartuquake"
moment, wuereas tuis seems not to be tue case in tueexperiment
of reference [15] wuere tue measure of tue total force is Iess sensitive tuan tue localanalysis.
Furthermore in the numerical model of reference [4] it has been found [19] tuat M cc
nf
witu(
+~O(i).
In tuis model tueeartuquake
moment E cc n° with I.à < a < 2depending
oncontrol parameters.
In
general
we con write tuat E cc M~ witu 1 < c < 2 tuus B =(i- ii /c. As1
- 2 for V - 0we see tuat o-s < B < wuicu is in tue range of wuat is observed in
realeartuquake
statistics.A more precise evaluation of B could be done
only by measuring
tue localdisplacement
of tue steelspueres during
tue events toexactly
correlate tue friction force to tue moment.~
~
~
z
, cj
z
n~~
n
m ~
_ m
~ mm
- g
~ ""
~m
iÎ ?
qjfl~Zm~
~ J
,~q%
, m
i ,-
~'~
o 1 2 3
lcgl~)
Fig. 7. Probability distribution function of the time 7 between two successive events of any ampli- tude. V =11.1
mal/s (black
squares) and V = IAmm/s (white
squares).4. Other systems.
4.1 THE ONE DIMENSIONAL CHAIN. We bave checked under what conditions Dur system
could
reproduce
triepeak
ofP(M)
athigh
M observed in many numerical simulations [2].There are indeed two ways to enhance trie
P(M)
forlarge
M. One is to increase trie normal force and trie other to force trie system to be as close aspossible
to a one dimensional one. In the first case theexplanatîon
isquite simple.
Indeed alarge
normal force makes the systemrigid
because trie
spheres
arepushed against
the disk surface and are net free to move. Therefore the system is very similar to the interactions ofonly
tworigid
blocks(see
Sect.4b).
In thesecond case, m order to reduce the system one dimensional we put
just
one row ofspheres
embedded with silicon m a very thin groove with a width of 3 mm. In such a way thespheres
cari move
mainly
m the direction of theloading speed
V. We studied the stickslip
of thissingle
row ofspheres sliding
on either the hard surface described above or anothersingle
row.We found a
peak
forlarge
M in trieP(M)
and trie result isreported
infigure
8. The existenceof a power law for small M
depends
on V as in the system described in section 3. This meansthat trie
peak
in trieP(M)
atlarge
M isrelated,
at least in ourexperiment,
to trie dimension of the system and to the fact that thespheres
have not much freedom to movetransversely
to the direction of the
Ioading speed.
Indeedby making
aIarger
groove thepeak
atlarge
Mdisappears.
A similarexplanation
is also discussed in in reference [2] for the block mortels andm reference
iii]
for automata. However there are some other one dimensional chains [4] wuose-1
~ i
~
~~
*
Ô~*,
r5
,
fi -2 (~L
~ l/~ § h,
~
' 'l'~ ;,/"~' ù- '~
~/~
~_ ,P ,/" & § ( é à
q~ j
R C0 * à
o Q ' ~
~
o ~ $
[
Î~ ~
~ ~ ~
j ~ ô
~ * ~
~
~ ~ n
i
, à
©~ ô ~
~5.
i 5
LUg10( ti)
~~'
i i
Fig.
9Lo g~~ ~
Fig.
8Fig. 8.
P(M)
for a one-d1nlensional chain of elastically coupled steel spheres. The continuous fine corresponds to nleasurements obtained wuen the one-d1nlensional chain is sliding on the hard surfacedescribed in the text at V
= 0.04
mm/s.
The straight fine has a slope 1.64. lnstead the dashed fine corresponds to measurements obtained when the one dimensional chain is sliding on another one-dimensional chain at V
= 0.7
mm/s.
Fig. 9.
P(M)
m the case of the rigid-rigid surfaces. (*) and (o) correspond to nleasurements made
with the saule normal force Fn =10 N. The loading speeds were V
= 0.05
mm/s
and V= 0A
mm/s,
respectively. InsteadIA)
correspond to measurements with V= 0A
mm/s
but at a normal forceFn = 20 N.
dynarnics
does notproduce
thepeak
in tueP(M).
These cuains are Ioaded in a diiferent way,suggesting
tuat also tueloading
metuod mayplay
a veryimportant
role.4.2 THE RIGID-RIGID SURFACES.
Finally
we bave studied tuedynamics produced by
tueinteraction of two
rigid surfaces,
described in section 2. Indoing
thisexperiment
we tookcare to bave tue same masses involved and
rouguly
tue sameelasticity
of tueexperimental
apparatus except
tuat,
tue surfacebeing rigid,
trieelasticity
wasjust
on tue disk axis mstead ofbeing
distributed ail over tueinteracting
surfaces. Time TT defined in section 2.2 is abouttue same. Tuis kind of
experimental
set-up presents no interest from tue point of view of G-Rbecause tue system is reduce to tue interaction of two blocks like in tue Turcotte model
il,
3]. Thus
only
a cuaotic behaviour bas been obtained At smallV,
these chaotic states areperturbed by
trie surface randomness which is trotenough
to construct a selfsimilarscaling
law and
only
a broad distribution ofP(M)
is observed. Tuis is suown infigure
9 wuere tueP(M)
obtained for diiferent normal pressures andloading speeds
arecompared.
We see tuat atuigu
V aperiodic
state witu a well definedamplitude
is recovered. Wuereas at small V tueP(M)
are broadened because of tue existence of cuaotic statesperturbed by
a random noise.We mention uere tuis expenment on tue
rigid-rigid
interactionjust
to state tuat randomnessatone,
eituerproduced by
tueexperimental
noise orby
tue surfacerouguness,
cannot constructpower Iaws in
P(M).
Thus one condudes that trie results descnbed in trie previous sections are not
produced by
tue fact that trie steelspuere
array is notperfectly regular.
Trieimportant
fact is that eachprotuberance
of triesurface, although interacting
with the other Que, is free to move in two directions.5. Discussion and conclusions.
In this paper we bave
analysed
triedynamics
ofstick~slip produced by
trie friction of two elastic surfaces which bave an artificial and well definedroughness
made of steelspueres.
When one of these surfaces(called
soft-surface m trietext)
is moved on a similar one, triespheres produce
Iocal interactions which areelastically coupled
among them. This kind of interaction is veryinteresting
because it can be considered as trieexperimental
realisation of theoretical models used tostudy
friction forcesil?,
18]. A directcomparison
of our results with tuose of reference[17,
18] is notactua1Iy possible
because the local interactions in ourexperiments
and in themodels are not the saine. However this expenment can be useful to check the
validity
of modelsof friction where the local interactions are made more similar to the one described in this paper.
The stick-slip
dynamics
of the soft surfaces described in section 2 has been studied asa function of the control parameters,
namely loading speed,
normalforce,
system size and geometry. We have found that thedyuamics
is acomplex
one.Specifically,
wheu theloading speed
tends to zero tuedynamics
presents, for a wide range of trie control parameters, a selforganized
critical state. Indeed tue event size distributions has a power lawdependence
witua cut-oi which is a function of the system size. The
frequency
power spectra of the friction forcedecay algebraically
with a non-trivial exportentshowing
that the time evolution of trie force isjust
trieintegral
of ail f
noise.We bave also Iooked under what conditions trie
P(M)
presents apeak
forlarge
M. Webave shown in section 4 that this
peak
can beeasily
observed if our system is reduced to a one-dimensional chain in which trie steelspheres
are forced to movemainly
m one direction.This is in agreement with several numerical simulations [2, 9,
loi.
Finally
we have also shown that randomness atone is notenough
to construct power laws but it isreally
necessary that the system iscomposed by
many diiferent parts which may interactby
means of an elastic medium.The relevance of this kind of
experiments
in thestudy
ofearthquake
statistics isdoubtful,
because friction is just an aspect of
earthquakes il,
13]. In contrast these experiments and the associated mortels can be more useful forunderstanding
friction laws. In any case we have noticed in section 3 that the value of B obtainedby
the exponent i of the power Iaw mP(M)
is o-à < B < as for
eartuquakes.
A more preciserelationsuip
between B and i can be foundby
measunng the Iocaldisplacement
of the steelspheres.
This will also be veryimportant
tostudy
the mecuanisms of friction Iaws.As a
conclusion,
tue mostimportant
result of tuis paper is tuat a verycomplex dynamics
with many features of S-O-C- can be
produced by
tuestick-slip dynamics provided
that a two dimensional system iscomposed by
many diiferentinteracting
parts and that theloading penod
is mucu smaller than tue cuaractenstic times of tue system defined in terms of elasticconstants. There were a few
numencalexamples
[4, 5,iii
wuere tuis bas been shown but nodear
experimental
evidence tuat tuis could be obtaiued ou alaboratory
scale.Acknowledgements.
We
acknowledge
S.Fauve,
F. Lund, G.Paladin,
M. Susa de Vieira and J. P. Vilotte for useful discussions. Tuis work bas beenpart1ally supported by
tue"Region Rhône-Alpes".
References
[ii
For a review see for example:a)
Scholz G. H., The Mechanics of earthquakes and faulting(Cambridge
University Press,1990);
b)
Turcotte D. L., Fractal and Chaos in Geology and Geophysics(Cambridge
University Press,1992).
(2] Carlson J-M-, Langer J. S., Phys. Rev. A 40 6470
(1989);
Phys. Rev. A 44 884(1991).
[3] Huang J., Turcotte D. Geophys. Res. Lent. 17 223
(1990);
Nature 348(1990)
234.(4] de Sousa Vieira M. Phys. Rev. A 46
(1992)
6288(Si Knopofl L., Landoni J. A., Abinate M. S., Phys. Rev A 46
(1992)
7445.[6] Schmitbulll J., Vilotte J. P., Roux S., Europhysics Lett. 21
(1993)
375.[7] Burridge R., KnopoflL., Bull. SeismoJ. Soc. Am. 57
(1967)
341.[8] Bak P., Tang C., Wiesenfeld K., Phys. Rev. Lent. 59
(1987)
381; Phys. Rev. A 38(1988)
364.[9] Nakanislù H., Phys. Rev. A 41
(1990)
7086.[10] Crisanti A., Jensen M.H., Vulpiani A,, Paladin G. Phys. Rev. A 46
(1992)
7363.(Il]
OLami Z., Feder H-J-S-, Christensen K., Phys. Rev. Let. 68(1992)
1244.[12] Feder H.J.S., Feder J,, Phys. Rev. Lent. 66
(1991)
2669.(13] Sornette A., Sornette D., Europhys. Letters 9
(1989)
197;Sornette D., Virieux J., Nature 357
(1992)
403; Sornette D., J. Phys. Hance 2(1992)
2089.[14] Gutenberg B., Richter C. F., BUJJ. SàsmoJ. Soc. Am. 46
(1956)
las.ils]
Valette D. P., Gollub J. P., Phys. Rev. A 47(1993)
820.[16] Johansen J., Dimon P.,
Ellegaard
C., Larsen J. S., Rugh H. H., submitted to Phys. Rev. E.[17] Lommtz-Adler J., J. Geophys. Res. 96
(1991)
6121.[18] Pisarenko D., Mora P., to be published in Pure and Applied Geophysics, Special issue on local friction.
[19] de Sousa Vieira M., pnvate communication.