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Universal Log-Periodic Correction to Renormalization Group Scaling for Rupture Stress Prediction From
Acoustic Emissions
J.-C. Anifrani, C. Le Floc’H, D. Sornette, B. Souillard
To cite this version:
J.-C. Anifrani, C. Le Floc’H, D. Sornette, B. Souillard. Universal Log-Periodic Correction to Renor-
malization Group Scaling for Rupture Stress Prediction From Acoustic Emissions. Journal de Physique
I, EDP Sciences, 1995, 5 (6), pp.631-638. �10.1051/jp1:1995156�. �jpa-00247089�
Classification
Physics
Abstracts64.60Ak 62.20Mk
Short Communication
Universal Log-Periodic Correction to Renormalization Group
Scaling for Rupture Stress Prediction From Acoustic Emissions
J.-C.
Anifrani(~),
C. LeFloc'h(~),
D.Sornette(~>~)
and B.Souillard(~)
(~)
Aérospatiale,
B-P. Il, 33165 St Médart enJalles,
France(~) Laboratoire de
Physique
de la MatièreCondensée,
CNRS URA 190 Université deNice-Sophia Antipolis,
B.P. 71, 06108 Nice Cedex 2, Fiance(~)
X,RS, Parc-Club,
28 rue JeanRostand,
91893Orsay Cedex,
Fiance(Received
20 December1994,
revised 26January 1995, accepted
31January 1995)
Abstract. Based
on trie idea that trie rupture of
heterogeneous
systems is similar to acritical
point,
we show how topredict
the failure stress withgood reliability
andprecision (m
51~) fro~n acoustic emission measurements at constant stress rate up to a maximum load 15-20i~ below the failure stress. Trie basis of ourapproach
is to fit theexperimental signais
to a mathematicalexpression
deduced from a newscaling theory
for rupture in terms ofcomplex
fractal exponents. Trie method is testedsuccessfully
on an mdustrialapplication, namely high
pressure
spherical
tanks made of vanous liber-matrix composites. As aby,product,
our results constitute the first observation ina natural context of the universal periodic corrections to
scaling
in therenormalization-group
framework. Our method could beapplied usefully
to other similarpredicting problems
m the raturai sciences(earthquakes,
volcaniceruptions, etc.)
Acoustic e~nissions
(AE)
are ~nechanical wavesproduced by
sudden ~novement in stressedsystems, occurring
m a wide range ofmaterials,
structures and processes, from thelargest
scale(seismic events)
to the smallest one(motion
ofdislocations).
It is a rather dehcatetechnique
to use and
interpret
since eachloading
isunique,
tests the whole structure and coneasily
be contaminatedby
noise.Notwithstanding
triedevelopment
of numerous AE structuraltesting procedures [1, 2], hopes
to use AE as a reliablepractical
method for failureprediction
have trot beell borne out.AE dilfers from most other nondestructive
testing (NDT)
methods in that the AEsignal
has its ongm in the materialitself,
not in an externat source, and in that it detectsmovement,
whilemost methods detect
existing geometrical
discontinuities.Thus,
thegeneral
basis fordeveloping
a
prediction
scheme is to first determine which detected AE are relevant precursoryphenomena (among
the various causes such as crack nucleation andgrowth,
liber-matrixdelammation,
liberrupture...)
and thendevelop
analgorith~n
which allows one to relate these precursors to the finalrupture.
©
Les Editions dePhysique
1995632 JOURNAL DE
PHYSIQUE
I N°6Here,
we address thegeneral
case whereglobal
rupture is not controlledby
asingle
event(nucleation
andgrowth
of asingle crack),
as occurs in aho~nogeneous system
with very fewdefects,
but ratherby
a succession of events, ingeneral corresponding
to diffusedamage, possibly culminating
m triecatastrophic growth
of adominating
crack. In this case, we daim that failure canonly
bepredicted by viewing rupture
as acooperative phenomenon:
it is notthrough
theseparated analysis
of the succession of the recorded hits thatrupture
canbe
predicted
butby
somehowsynthetizing
all trie information embedded in these events in aglobal
framework.From a formal
point
ofview,
ourapproach
torupture prediction
consists inviewing
the finalstage
ofrupture
as a kind of criticalpoint,
which can be describedby
a fixedpoint
ina renormalization group scheme
(see below).
Thisdescription
isinspired
from a wealth ofrecent work in trie statistical
physics community, mainly
based on exact solutions of solvablemodels and on extensive numerical
simulations,
which bave shown trie existence of certainscaling
laws up to a time of totalrupture [3-6].
Dur method is thus at trieopposite
of trieview often advocated in trie mechanical
literature,
which consists inmodelling
an(evolving) heterogeneous system
as an effective medium characterizedby
averageproperties, including
an
increasing global damage parameter.
Theseapproaches
are suitableonly
far fromrupture
and are unable tocapture
thespecific N-body
nature of therupture
cnticalpoint,
and aretherefore useless as
predictors.
In order to fix
ideas,
we shall consider an industrialapplication
on which our method bas been testedextensively.
Triecomplexity
of suchsystems
can be taken as a test of the robustness of ourtechnique.
Thesystems
arespherical
tanks made of carbon liberspre-impregnated
in aresin matrix
wrapped
up around a metallic liner. We have tested dilferent materials(carbon
or kevlar
libers,
dilferent metallic(titanium
orsteel) compounds
for theliner),
as well as dilferent tank dimensions(radius
of 0.2 to 0.42m).
AEsignais
are obtained from three to six acoustic transducers(resonant frequency
of150kHz) placed
atequal
distances on theequator
of agiven sphencal
tankby mcreasing
at a constant rate(3
to 6bar/s)
the internal water pressure and thus the stress exerted on the tank.Figure
1 represents atypical
data set of themstantaneous AE energy rate
dE/dt
as a function of theapplied
internal pressure p up to therupture
threshold pr, obtainedby simple
addition at each timestep
of the intensities measuredon all
operating
transducers. Note thecomplex
intermittent structure of thedata,
with quietperiods separated by
bursts ofwidely
dilferentamplitudes,
and trielarge
increase of trie AEenergy rate on the
approach
to failure(occurring
in thepresent
case at Pr = 713bars).
In order to test the cntical
point concept
on thisparticular
set ofsystems,
we checked for the existence of a powerla~A~,
dE/dt
=Eo(Pr P)~" (1)
where a is a sc-called critical
exponent.
In all casesexplored,
we found that for psufficiently
close to Pr to within about less than
51~,
the dramatic increase of AE energy rate on theapproach
to failure is mdeed fitted very wellby
a power law(1),
with an exponent a = 1.5 +0.2mdependent
of thespecific sample
orprevious history
aslong
as the critical zone(approximately
m trie interval
[o.95pr; pr]
bas not been reached inpreceding
loads. Trie power law(1)
waschecked either
by representing Log(dE/dt)
as a function ofLog(pr p), using
trie measured Pr. This is illustrated inFigure
2 for three dilferent tanks(and
two dilferentpartitions
for onetank)
which exhibitsclearly
trieasymptotic
lineardependence
whensuiliciently
close to Pr.We find that ail data tend to a
straight
behavior whoseslope
determines o. We also studied(dE/dt)~l/° (with
o=
1.5)
as a function of p.Agam,
anasymptotic straight
line is obtained whose intersect with the abscisse gave a verygood
estimate for Pr better than ll~. These twofitting procedures
are notindependent
but put dilferentweights
on trie datapoint. Therefore,
SYSTEM
6000sooo
oo
4000
°°
~~~~ ~
o
1o
u~ ° ~
°
2000
~ o
]
~~~~
~ é o
~ °
~ o o °
o o o
° °
o
~ o
° o
0
500
550 600 650 700
PRESSURE
Fig.
1. Instantaneous AE energy ratedE/dt
in system 1 as a function of theapplied
internaipressure p at constant pressure rate of 6
bar/sec
up ta the rupture threshold pr = 713 bars.Pr-P
~~~
i ~~
u
2G
'"'"'~,
g loo
'" ~~
~
ioooo
F-
x G
j~
'~,~,~C4 k,
ÎiÎ io
~looo
o o
w o o
10 100 1000 10000
ENERGY
Fig. 2. Upper
nght: dE/dt
inlog-scale
as a function of pr p mlog-scale,
usmg the measured pr for each system, m three dilferent systems: system 1(O);
system 2(0)
and(+);
system 3(x),
system2
being represented
twice for two dilferent crame-graimng(0):
11intervals; (+):
27 intervals. Thestraight
hne has aslope
cY= I.à. Lower left: dilferential distribution
N(Eb)
of burst energy Eb inlog-log
scale. Thestraight
fine has aslope
of a = -2.634 JOURNAL DE
PHYSIQUE
I N°6verifying
theirconsistency
isimportant
forchecking
the existence of the power law(1).
Asexpected,
theexportent
a is found "universal"andequal
ta I.à and insensitive ta thespecific
tank realization. It could however
depend
upon the tankcomponents
which central trie nature ofdamage. Figure
2 aise shows trie differential distribution of burst energy'Eb'
which is aisea power law
N(Eb)
+~
Ej~~~~~,
with anexponent
Bconsistently equal
ta 1+ 0.2 for ail thesystems investigated.
Thislaw,
which is reminiscent of trieGutenberg-Richter
distribution ofearthquake
sizes[7],
bas been studied in detail in [8] in trie AE context.Armed with these
empirical
tests of trie concept of critical rupture,prediction
should inprinciple
bepossible by extrapolation
of AE datausing expression (1).
Note that this scheme is similar ta thatproposed by Voight
a few years ago ta describe andpredict rate-dependent
material
failure,
based on trie use of anempirical
power law relationobeyed by
a measurablequantity [9,10]. However,
thisprocedure
isunpractical
due ta trie narrowness of trie demain ofvalidity
of the law(1) (critical region [0.95pr; pr]
in mostexplored cases), preventing
aprediction
at pressures lessthan,
say, 0.97 pr.A useful scheme should allow one ta make
predictions
at much lower pressures. Consider for instance anattempt
tapredict
prby monitoring
trie AE upta,
say, 0.85 pr, 1-e- up ta about 610 bars in trie case shown inFigure
1.Inspection
ofFigure
1 showsthat, apparently,
very little of trie whole AE data is contained in trie AE set up ta 610 bars.Furthermore,
triedependence
of trie rate of AE energy release as a function of trie instantaneousapplied
pressure up ta 610 bars basapparently nothing
ta do with a power law such as(1)
and trieprediction
thus seemshopeless.
Dur fundarnental idea is that trie
concept
ofrupture criticality
embodies more usable in- formation thanjust
trie power law(1)
valid in trie critical demain. We argue thatspecific
precursors outside trie critical
region
can lead ta "universal"recognizable signatures
in trie AE data of trie final rupture. In order taidentify
thesesignatures,
we first note that anexpression
like(1)
can be obtained from trie solution of a suitable renormalization group(RG) [11].
Trie RGformalism,
introduced in fieldtheory
and in cnticalphase transitions,
arnounts ta view trieN-body problem
as a succession ofI.body problems
with effectiveproperties varying
with trie scale of observation. It is based on trie existence of a scale invanance of trieunderlying physics
which allows one ta define amapping
betweenphysical
scale and distance from trie criticalpoint
in trie centralparameter
axis: in Durproblem,
triedamage
rate and therefore AE rate at agiven
pressure p are related ta those at another pressurep' through
a suitable non-lineartransformation
p'
= pr
#(x)
with x= pr p. The RG formalism then
provides
thegeneral
structure of the functional
equation
that triephysical
observable mustobey (for
triesimplest
case of a
Due.parameter RG):
iLF(x)
=
F(4(z)) (2)
For trie sake of
simplicity,
we bave introduced trie notationF(z)
=
(dE/dt)~~,
trie inverse of trie AE energyrate,
which goes to zero at trie criticalrupture point
xr=
0;
/J is a realpositive
number. We assume that trie functionF(x)
is continuous and that#(z)
is dilferentiable. Trie connection between this formalism and trie cnticalpoint problem
stems from trie fact that trie cnticalpoint
is on trie attractor of trie fixedpoint
of trie RG flow.Then,
trie function#(z),
which
generates
trie so-called RGflow,
isusually
used to extract triequalitative
behavior as well as triestability
of fixedpoints
and to deduce triecorresponding
criticalexponents.
Let usassume for
simplicity
that trie criticalpoint
is netonly
on trie attractor of a fixed point but isindistinguishable
fromit,
as can be doneby
a suitablechange
of variable.Then,
if z= 0 denotes
a fixed
point (#(0)
=
0)
and#(x)
= AT +.. is triecorresponding
linearizedtransformation,
then trie solution of
(2)
close to x = 0 isgiven by equation (1)
with a=Log/J/LogÀ.
To go
beyond
this localanalysis
m trie critical region, we are interested in triegeneral
solutions of
equation (2).
Toget them,
let us assume thatFo(x)(= x")
is aspecial solution,
then trie
general
solutionF(x)
is related toFo(x)
in terms of aperiodic
functionp(x),
with aperiod Log/J,
as:F(x)
=Fo(x)p(logfo(x)) (3)
Since
logfo(x)
=aLogx,
this leads to aperiodic (in Logx)
correction to triedominating scaling (1). Equivalently,
thislog-periodicity
cari berepresented mathematically by
acomplex
critical
exponent,
sinceRe(z"'+~"")
=x"' cos(a"Logz) gives
trie first term in a Fourier seriesexpansion
of(3).
Thisexpression
thus introduces universal oscillationsdecorating
trieasymptotic powerlaw (1).
Trie mathematical existence of such corrections bas been identifiedquite early [12]
in RG solutions for trie statistical mechanics of criticalphase transitions,
but bas beenrejected
fortranslationally
invariantsystems,
since aperiod (even
in alogarithmic scale) implies
the existence of one or several characteristic scale which is forbidden in thesesystems.
For the rupture ofquenched heterogeneous
systems, trie translational invariance does not hold due to the presence of staticinhomogeneities [13]
and trie fact that newdamage
occurs at
specific positions
which are notaveraged
outby
thermal fluctuations.Hence,
suchlog-periodic
corrections are allowed and should be looked for in order toembody
triephysics
ofdamage
in trie non-criticalregion.
It is
interesting
to mention trie few known cases where such a behavior bas been observed.Probably
the first theoreticalsuggestion
of the relevance tophysics
oflog-penodic
corrections toscaling
bas beenput
forwardby
Novikov to describe trie influence ofintermittency
in turbu- lent flows[14]. Loosely speaking,
if an unstableeddy
in turbulent flowtypically
breaks up into two or three smallereddies,
but not into 10 or 20eddies,
then one cansuspect
trie existence of apreferable
scalefactor,
hence trielog-periodic
oscillations. A clear-cutexperimental
ver-ification of trie
generation
oflog-penodic
oscillationsby
discrete scale invariant fractals bave been carried on on man-madeSierpmsky
networks of normal-metallinks,
in which trie normal-superconductive
transition temperaturepresents log-periodic
oscillations as a function of trieapplied magnetic
field[15]. Complex
tractaiexponents
bave also beenargued
to describe triebranching
architecture of trie mammalianlung [16].
To ourknowledge,
there is noexperi-
mental verification of this fact but renormalization group calculations of critical behavior of random
dipolar Ising systems il?]
and spmglasses [18]
bave shown trie existence ofcomplex
cntical
exponents.
These results taken verycautiously by
their authors could be thesignature
of aspontaneous generation
of discrete scale invariance due to theinterplay
of thephysics (interaction)
and thequenched heterogeneity.
Booleandelay equations involving
two timelags
with an irrational
ratio,
usedrecently
to model the climatevanability,
aise exhibitsuperdiffuse
behavior with
log-periodic
oscillations[19].
Hereagain,
we have anexample
of a discrete scale invariance which isspontaneously generated,
in trie present caseby
the thresholddynamics
and nonlinear feedback involved in trie Boolean
delay equations. Finally,
it bas beenpointed
Dut that vibration and wave
properties
on discrete fractal structures should be characterizedby log-periodic
corrections to theleading singular
behavior for triedensity
of states close to theband
edges [20]. However,
our results on theseperiodic corrections,
that arepresented below,
are trie first ones obtained in structures
containing
an uncontrolledheterogeneity and,
to ourknowledge,
bave not been observedpreviously
m trie context ofrupture.
Figure
3 shows a fit(continous fines)
obtainedusing
trie solution ofequation (3) applied
totwo AE data sets
(represented by
triesymbols)
obtained on two differents tanks(systems
1 and2). Here,
as inFigure 2,
we group trie AE bits in time intervals of varying width in order to reduce trie noise. To express trie solution ofequation (3), p(z)
bas beenexpanded
in Fourierseries and we bave
kept only
trie dominant term:dE/dt
=Eo(pr p)~~ il
+ C cos(#
+2xLog(pr p) /LogÀ)]. (4)
636 JOURNAL DE
PHYSIQUE
I N°6iooooo
ioooo sysTEM
i~- jQ~~ Î
~
©~ f
iÎà ~~
~j 1ÙÙ ~~ ~
~ X
x
10
SYSTEM 2
500
550 600 650 700 750
PRESSURE
Fig.
3. Theoretical fitusing equation (3)
shown in continous fines of two AE data sets(represented by
thesymbols)
obtained on two dilferents tanks(systems
1 and2).
For each system, the dilferentsymbols corresponds
to dilferentcoarse-graining.
The
resulting
mathematicalexpression
bas apriori
six unknownparameters:
anormalizing
factorEo,
the cntical exponent a, trie pressure pr atrupture,
theamplitude
C of trieoscillatory
correction,
itspenod LogÀ
andphase #.
To bave betterconditioning,
weimpose
a= I.à
obtained from our
previous
fit shown inFigure 2,
since we expect it to be "universal" within a Mass of materials. This leaves us with five unknown variables to determine from a non-hnear fit.We used the
Levenberg-Marquardt
method[21],
which combines thesteepest
descent method with trie inverse Hessian method. One can observe mFigure
3 trieimportance
of theoscillatory
corrections to the
leading
power law behavior forcorrectly accounting
for the intermittent burststructure of the AE data shown in
Figure
1. It isimportant
to remark that triepenodicity
m
Log(pr p) implies
a subtle correlation between successive AE bits measured at constant pressure rate. This seems to be borne outby
triedata,
aspresented
inFigure
3. Note also that trie burst distribution m time andamplitude
can be very different from onesystem
toanother,
as seen inFigure
3by
companngsystem
tosystem
2: trie distributions of bursts m time andamplitude
are notuniversal; however,
whenthey exist,
on averagethey
are correlatedaccording
to trieloganthmic oscillations,
whose mathematical structure is a universalproperty.
For
system 2,
trielog-penodic
oscillations are less obvious but are mdeed necessary to account for trie stillsignificative
distorsion from a pure power law(C
= 0 in
Eq. (4)).
We now show that these results can be
exploited
to improvedramatically
theprediction.
Using
thistheory
forprediction
is also a crucial test to further establish itsvalidity,
smceone could argue that a
good
fit with fiveadjustable parameters
bas too much freedom toprovide
a safeproof
of anytheory.
Trie basicgoal
of anytheory
is m itspredicting
power,which we now test as follows.
Using
a given AE data set such as thosepresented previously,
we first coarse-grain trie data as in
Figures
2 and 3. We then construct another data setby
erasmg ail data above an upper pressure pmax. This mimics an expenment
performed
under trie same conditions but which would bavestopped
at trie pressure pmax withoutreaching
trie pressure for
global
rupture. We thenapply
the non-linear fit to this truncated file anddeduce pf~~~~~~~~ as one of trie five variables of this fit.
Figure
4 shows forsystem
with16
14
ii fi
j/
12.,/"'1
(
10 /:O ~ Ii
(
~
Î
i4 ~~.
j
à
2 <'~i,, Q
iÎ
~
~ "~
àÎ
~ ~
Îi
-21, 'n
ÎÎ
-4 ~-6 -8
500 520 540 560 580 600 620 640 660 680 700
UPPER PRESSURE
Fig.
4. Relativeprecision
of theprediction,
namely100~pr -pf~~~'~~~~)/pr,
as a functionofprrax
for system 1 with three differentcoarse-graining represented by
the three dilferentsymbols,
where prraxis the upper pressure taken into account. The
straight
fine is givenby 100(pr prrax)/pr enabling
acomparison between trie
precision
of trieprediction
and the upper attained pressure.three different
coarse-graining (hence
trie three sets ofsymbols)
trie relativeprecision
of theprediction, namely 100(pr pf~~~~~~~~)/pr
as a function of pmax.Changing
pmax allows us toexplore
triereliability
of"long-term" prediction,
1-e- far fromrupture. Comparing
differentcoarse-graining
isimportant
to assess trie robustness andconsistency
of trieprediction
scheme.We observe that a
precision
better than4Sl
is obtained for pmax > 620bars,
I.e.remarkably
far below trie
rupture threshold,
where use of asingle
oscillation m trie data shown inFigure
3(which
hasapparently
little to do with the power law(1)),
is sufficient toget
the informationon pr. This remarkable success, in view of the
relatively tiny
arnount ofremaining
AE data used in triefit,
can be attributed to trie verystrong
constraintimposed by
the mathematicalsolution of
equation (3),
hence reliesfundamentally
on triephysical picture
ofrupture
as acritical
point.
For lower values(pmax
< 620bars),
trieprediction
deteriorates sincelowering
further pmax
prevents
fromretrieving
trie information embedded in the first lobe of the data shown inFigure
3. Note that a similarprocedure using only
theasymptotic
power law(1) yields extremely
badpredictions
as soon as pmax is lower than 680 bars. We bave also testedDur method
"blind-folded",
1e. on AE data obtained onsystems
which have net reached theirrupture
threshold. Thecomparison
between Durprediction
and the actual pressure threshold reached in asubsequent experiment
was of similarquality
as shown inFigure
4. We have aise tested differentloading procedures;
Dur results remain robust in ail these cases.In summary, our main
point
is that mechanical breakdown ofheterogeneous media,
instead ofnucleating
on asingle
crack as would be trie case in ahomogeneous system,
involves collectivephenomena.
IdealisedIsing
nucleation models baverecently
been proven to exhibit a similar behavior[22]:
for a range of parameters, nucleation of asingle droplet
leads to triedecay
ofsupersaturated
vapor, whereas for otherparameter
combinations trie coalescence of clustersarising
from manyseparate
nucleation events drives triephase
transition. This mechanism bas been confirmedby laboratory experiments
andcomputer
simulations.Exploiting
theseideas,
638 JOURNAL DE
PHYSIQUE
I N°6we bave
described,
and tested on industrialsystems,
a newscaling theory
ofrupture
viewed asa critical
point
endowed with acomplex
cnticalexponent,
which allows one toget precise
and reliableprediction
ofrupture
thresholds from trieanalysis
of AE data obtained on pressure load at constant pressure rates.Applications
and extensions of these ideas forearthquakes
will bepresented
elsewhere[23].
Acknowledgments
We thank D. Stauffer as trie editor for constructive comments. D. Sornette
acknowledges
useful discussions with J-P-Bouchaud,
P.Miltenberger,
H. Saleur and C. Vanneste. We also thank trie Centre National d'EtudesSpatiales (CNES)
for their financial support.References
iii
PollockA.A.,
"Acoustic EmissionInspection",
Metal Handbook NinthEdition,
Volume 17, Non-Destructive Evaluation and
Quality
Control(ASM INTERNATIONAL, 1989)
p. 278-294.[2] First International
Symposium
on Acoustic Emission front ReinforcedComposites,
San Francisco,California, July 19-21, 1983,
TheSociety
of trie PlasticIndustry.
[3] Herrmann H-J- and Roux
S.,
Statistical Models for the Fracture of Disordered Media Ed.(North Holland, Amsterdam, 1990).
[4] Charmet
J-C-,
Roux S. andGuyon E.,
"Disorder andFracture",
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Eds.(Plenum Press,
New York andLondon, 1990)
Vol. 235.[Si Sornette D. and Vanneste
C., Phys.
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612;Vanneste C. and Sornette
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I France 2(1992)
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KnopolfL., Phys.
Reu. A 45(1992)
8351.[7] Scholz
C.H.,
The Mechamcs ofEarthquakes
andFaulting (Cambridge University
Press, Cam-bridge, 1990).
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A.A.,
Int. Adu. Non-Dest. Test. 7(1981)
215.[9]
Voight B.,
Nature 332(1988)
125; Science 243(1989)
200.[loi Voight
B. and Cornelius R-R-, Nature 350(1991)
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